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 10/26/10 EST. NO.03 TIME 05:48 AM R.E. NAME: SHELLEY MAGGARD 06-0H7404 --------------------------------------------------------------------------- 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 10/26/10 EST. NO.03 TIME 05:48 AM R.E. NAME: SHELLEY MAGGARD 06-0H7404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0H7404 TIME 05:48 AM ESTIMATE NO. 03 BID OPENING 04/14/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 10/26/10 LOCATION PROGRESS ESTIMATE 06-KIN-198-R19.0/T21.7 ----------------- BUSH ENGINEERING INC IN KINGS COUNTY IN AND NEAR HANFORD 518 N. REDINGTON STREET FROM EAST OF 10TH AVENUE HANFORD CA 93230 OVERCROSSING TO 0.7 MILE EAST OF ROUTE 43/198 SEPARATION FED. AID NO. ACHS-P198(53)E ,NHG-P198(53)E CONSTRUCT CONCRETE MEDIAN BARRIER ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 250.00 0.000 0.00 02 CONSTRUCTION SITE MANAGEMENT LS 1,000.0000 1,000.00 0.580 580.00 03 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.750 750.00 PREVENTION PLAN 04 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 3,400.00 0.000 0.00 05 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,000.0000 1,000.00 0.000 0.00 06 CONSTRUCTION AREA SIGNS LS 2,000.0000 2,000.00 0.170 340.00 0.950 1,900.00 07 TRAFFIC CONTROL SYSTEM LS 90,000.0000 90,000.00 0.350 31,500.00 0.950 85,500.00 08 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 550.00 22.000 550.00 22.000 550.00 09 PORTABLE CHANGEABLE MESSAGE SIGN LS 7,500.0000 7,500.00 0.350 2,625.00 0.950 7,125.00 10 TEMPORARY RAILING (TYPE K) LF 13.0000 8,320.00 640.000 8,320.00 640.000 8,320.00 11 TEMPORARY CRASH CUSHION MODULE EA 125.0000 3,500.00 0.000 0.00 12 CONTRACTOR SUPPLIED BIOLOGIST (LS) LS 12,000.0000 12,000.00 0.000 0.00 13 REMOVE METAL BEAM GUARD RAILING LF 10.0000 3,100.00 295.000 2,950.00 295.000 2,950.00 14 REMOVE PAVEMENT MARKER EA 1.0000 550.00 532.000 532.00 532.000 532.00 15 REMOVE ROADSIDE SIGN EA 100.0000 500.00 4.000 400.00 4.000 400.00 16 REMOVE ASPHALT CONCRETE DIKE LF 8.0000 1,040.00 0.000 0.00 17 REMOVE INLET EA 1,000.0000 10,000.00 9.000 9,000.00 18 REMOVE PAVEMENT CY 80.0000 2,800.00 0.000 0.00 19 RELOCATE CRASH CUSHION EA 6,000.0000 6,000.00 1.000 6,000.00 1.000 6,000.00 20 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 25,600.00 11,182.400 22,364.80 11,182.400 22,364.80 21 REMOVE CONCRETE CY 100.0000 5,000.00 5.110 511.00 5.110 511.00 22 CAP INLET EA 500.0000 2,500.00 5.000 2,500.00 PROGRAM CAS145 PAGE 2 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0H7404 TIME 05:48 AM ESTIMATE NO. 03 BID OPENING 04/14/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE CRASH CUSHION (SAND FILLED) EA 200.0000 400.00 0.000 0.00 24 CLEARING AND GRUBBING LS 5,000.0000 5,000.00 0.300 1,500.00 25 ROADWAY EXCAVATION CY 22.0000 48,180.00 2,158.910 47,496.02 3,135.470 68,980.34 26 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 0.000 0.00 27 CLASS 2 AGGREGATE BASE CY 34.0000 64,260.00 1,105.700 37,593.80 1,834.950 62,388.30 28 HOT MIX ASPHALT (TYPE A) TON 60.0000 481,800.00 6,552.500 393,150.00 6,552.500 393,150.00 29 PLACE HOT MIX ASPHALT SQYD 50.0000 6,000.00 26.700 1,335.00 26.700 1,335.00 (MISCELLANEOUS AREA) 30 TACK COAT TON 1.0000 7.00 0.000 0.00 31 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 76,500.00 41.450 62,175.00 F) 32 METAL (RAIL MOUNTED SIGN) LB 10.0000 6,100.00 0.000 0.00 33 24" ALTERNATIVE PIPE CULVERT LF 49.0000 130,340.00 8.000 392.00 2,088.000 102,312.00 34 MISCELLANEOUS IRON AND STEEL LB 1.0000 8,150.00 6,846.000 6,846.00 6,846.000 6,846.00 F) 35 ALTERNATIVE CRASH CUSHION SYSTEM EA 30,000.0000 60,000.00 1.000 30,000.00 1.000 30,000.00 36 CONCRETE BARRIER (TYPE 60) LF 26.0000 273,000.00 10,821.700 281,364.20 10,821.700 281,364.20 37 CONCRETE BARRIER (TYPE 60C) LF 45.0000 55,800.00 0.000 0.00 38 CONCRETE BARRIER (TYPE 60E) LF 90.0000 7,650.00 84.500 7,605.00 84.500 7,605.00 39 THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 5,160.00 0.000 0.00 (SPRAYABLE) 40 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 1,650.00 0.000 0.00 41 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 3 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0H7404 TIME 05:48 AM ESTIMATE NO. 03 BID OPENING 04/14/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 881,874.82 1,166,638.64 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 881,874.82 1,166,638.64 42 MOBILIZATION LS 107,000.0000 107,000.00 0.250 26,750.00 1.000 107,000.00 ORIGINAL CONTRACT AMOUNT 1,526,607.00 TOTAL WORK COMPLETED 908,624.82 1,273,638.64 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 908,624.82 1,273,638.64 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 06/14/10 50 08/02/10 08/02/10 10/21/10 49 26 0 0 80% 98% PROGRESS UNSATISFACTORY SHELLEY MAGGARD RESIDENT ENGINEER PROGRAM CAS145 PAGE 9 DATE 10/26/10