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 11/29/10 EST. NO.04 TIME 07:57 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 --------------------------------------------------------------------------- 001 0001 428.33 E.W. @ F.A.(+) 102110 N 022 0 003 0001 1,166.25 E.W. @ F.A.(+) 101310 N 001 0 0002 256.67 100810 N 002 0 0003 353.08 100810 N 003 0 0004 319.46 083010 N 004 0 0005 353.62 082710 N 005 0 0006 635.78 082610 N 006 0 0007 101.92 082710 N 007 0 0008 252.39 082610 N 008 0 0009 199.09 081710 N 009 0 0010 264.61 081610 N 010 0 0011 247.91 081610 N 011 0 0012 1,534.47 081610 N 012 0 0013 845.01 101610 N 013 0 0014 986.13 081310 N 014 0 0015 836.02 081310 N 015 0 0016 251.15 081310 N 016 0 0017 727.31 081210 N 017 0 0018 109.77 081210 N 018 0 0019 156.96 081110 N 019 0 0020 602.05 081010 N 020 0 0021 160.47 102010 N 021 0 004 0003 2,073.00 E.W. @ L.S.(+) 102510 N 3 0 005 0001 6,380.00 E.W. @ L.S.(+) 102510 N 1 0 19,241.45 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 19,241.45 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 11/29/10 EST. NO.04 TIME 07:57 AM R.E. NAME: SHELLEY MAGGARD 06-0H7404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 04 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 11/29/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0H7404 TIME 07:57 AM ESTIMATE NO. 04 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 11/08/10 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 11/29/10 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 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 0.420 420.00 1.000 1,000.00 03 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.250 250.00 1.000 1,000.00 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 0.050 100.00 1.000 2,000.00 07 TRAFFIC CONTROL SYSTEM LS 90,000.0000 90,000.00 0.050 4,500.00 1.000 90,000.00 08 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 550.00 22.000 550.00 09 PORTABLE CHANGEABLE MESSAGE SIGN LS 7,500.0000 7,500.00 0.050 375.00 1.000 7,500.00 10 TEMPORARY RAILING (TYPE K) LF 13.0000 8,320.00 640.000 8,320.00 11 TEMPORARY CRASH CUSHION MODULE EA 125.0000 3,500.00 28.000 3,500.00 28.000 3,500.00 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 14 REMOVE PAVEMENT MARKER EA 1.0000 550.00 532.000 532.00 15 REMOVE ROADSIDE SIGN EA 100.0000 500.00 4.000 400.00 16 REMOVE ASPHALT CONCRETE DIKE LF 8.0000 1,040.00 130.000 1,040.00 130.000 1,040.00 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 20 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 25,600.00 11,182.400 22,364.80 21 REMOVE CONCRETE CY 100.0000 5,000.00 5.110 511.00 22 CAP INLET EA 500.0000 2,500.00 5.000 2,500.00 PROGRAM CAS145 PAGE 2 DATE 11/29/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0H7404 TIME 07:57 AM ESTIMATE NO. 04 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 11/08/10 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 11/29/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 400.00 2.000 400.00 24 CLEARING AND GRUBBING LS 5,000.0000 5,000.00 0.700 3,500.00 1.000 5,000.00 25 ROADWAY EXCAVATION CY 22.0000 48,180.00 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 1,834.950 62,388.30 28 HOT MIX ASPHALT (TYPE A) TON 60.0000 481,800.00 34.830 2,089.80 6,587.330 395,239.80 29 PLACE HOT MIX ASPHALT SQYD 50.0000 6,000.00 58.800 2,940.00 85.500 4,275.00 (MISCELLANEOUS AREA) 30 TACK COAT TON 1.0000 7.00 7.000 7.00 7.000 7.00 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 2,088.000 102,312.00 34 MISCELLANEOUS IRON AND STEEL LB 1.0000 8,150.00 6,846.000 6,846.00 F) 35 ALTERNATIVE CRASH CUSHION SYSTEM EA 30,000.0000 60,000.00 1.000 30,000.00 36 CONCRETE BARRIER (TYPE 60) LF 26.0000 273,000.00 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 3.500 315.00 88.000 7,920.00 39 THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 5,160.00 28,347.000 5,669.40 28,347.000 5,669.40 (SPRAYABLE) 40 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 1,650.00 615.000 1,845.00 615.000 1,845.00 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 11/29/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0H7404 TIME 07:57 AM ESTIMATE NO. 04 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 11/08/10 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 11/29/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 26,951.20 1,193,589.84 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 19,241.45 19,241.45 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 46,192.65 1,212,831.29 42 MOBILIZATION LS 107,000.0000 107,000.00 1.000 107,000.00 ORIGINAL CONTRACT AMOUNT 1,526,607.00 TOTAL WORK COMPLETED 46,192.65 1,319,831.29 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 36,192.65 1,309,831.29 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 06/14/10 50 08/02/10 08/02/10 11/08/10 50 41 0 0 100% 100% SHELLEY MAGGARD RESIDENT ENGINEER PROGRAM CAS145 DATE 11/29/10