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 11/25/08 EST. NO.04 TIME 09:05 AM R.E. NAME: YOUNG, FRED 07-168004 --------------------------------------------------------------------------- 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 378.05 E.W. @ F.A.(+) 063008 N 0007.0 0003 374.37 082508 N 0011.0 0004 194.36 070108 N 0012.0 0005 194.36 070208 N 0013.0 0007 194.36 070308 N 0015.0 0008 194.36 070408 N 0016.0 0009 194.36 070508 N 0017.0 0010 194.36 070608 N 0018.0 0011 194.36 070708 N 0019.0 0012 194.36 070808 N 0020.0 0013 194.36 070908 N 0021.0 0014-1 -203.19 071008 N 0022.0 DAO CORRECTING ENTRY 0014-2 194.36 071008 N 0022.0 DAO CORRECTING ENTRY 0015-1 -203.19 071108 N 0023.0 DAO CORRECTING ENTRY 0015-2 194.36 071108 N 0023.0 DAO CORRECTING ENTRY 0016-1 -203.19 071208 N 0024.0 DAO CORRECTING ENTRY 0016-2 194.36 071208 N 0024.0 DAO CORRECTING ENTRY 0017-1 -203.19 071308 N 0025.0 DAO CORRECTING ENTRY 0017-2 194.36 071308 N 0025.0 DAO CORRECTING ENTRY 0018-1 -203.19 071408 N 0026.0 DAO CORRECTING ENTRY 0018-2 194.36 071408 N 0026.0 DAO CORRECTING ENTRY 0019-1 -203.19 071508 N 0027.0 DAO CORRECTING ENTRY 0019-2 194.36 071508 N 0027.0 DAO CORRECTING ENTRY 0020-1 -203.19 071608 N 0028.0 DAO CORRECTING ENTRY 0020-2 194.36 071608 N 0028.0 DAO CORRECTING ENTRY 0021-1 -203.19 071708 N 0029.0 DAO CORRECTING ENTRY 0021-2 194.36 071708 N 0029.0 DAO CORRECTING ENTRY 0022-1 -203.19 071808 N 0030.0 DAO CORRECTING ENTRY 0022-2 194.36 071808 N 0030.0 DAO CORRECTING ENTRY 0023-1 -203.19 071908 N 0031.0 DAO CORRECTING ENTRY 0023-2 194.36 071908 N 0031.0 DAO CORRECTING ENTRY 0024-1 -203.19 072008 N 0032.0 DAO CORRECTING ENTRY 0024-2 194.36 072008 N 0032.0 DAO CORRECTING ENTRY 0025-1 -203.19 072108 N 0033.0 DAO CORRECTING ENTRY 0025-2 194.36 072108 N 0033.0 DAO CORRECTING ENTRY 0026-1 -203.19 072208 N 0034.0 DAO CORRECTING ENTRY 0026-2 194.36 072208 N 0034.0 DAO CORRECTING ENTRY 0027-1 -203.19 072308 N 0035.0 DAO CORRECTING ENTRY 0027-2 194.36 072308 N 0035.0 DAO CORRECTING ENTRY 0028-1 -203.19 072408 N 0036.0 DAO CORRECTING ENTRY 0028-2 194.36 072408 N 0036.0 DAO CORRECTING ENTRY 0029-1 -203.19 072508 N 0037.0 DAO CORRECTING ENTRY 0029-2 194.36 072508 N 0037.0 DAO CORRECTING ENTRY 0030-1 -203.19 072608 N 0038.0 DAO CORRECTING ENTRY 0030-2 194.36 072608 N 0038.0 DAO CORRECTING ENTRY 0031-1 -203.19 072708 N 0039.0 DAO CORRECTING ENTRY 0031-2 194.36 072708 N 0039.0 DAO CORRECTING ENTRY 0032-1 -203.19 072808 N 0040.0 DAO CORRECTING ENTRY 0032-2 194.36 072808 N 0040.0 DAO CORRECTING ENTRY 0033-1 -203.19 072908 N 0041.0 DAO CORRECTING ENTRY 0033-2 194.36 072908 N 0041.0 DAO CORRECTING ENTRY PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 11/25/08 EST. NO.04 TIME 09:05 AM R.E. NAME: YOUNG, FRED 07-168004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0034-1 -203.19 073008 N 0042.0 DAO CORRECTING ENTRY 0034-2 194.36 073008 N 0042.0 DAO CORRECTING ENTRY 0035-1 -203.19 073108 N 0043.0 DAO CORRECTING ENTRY 0035-2 194.36 073108 N 0043.0 DAO CORRECTING ENTRY 0036-1 -203.19 080108 N 0044.0 DAO CORRECTING ENTRY 0036-2 194.36 080108 N 0044.0 DAO CORRECTING ENTRY 0037-1 -203.19 080208 N 0045.0 DAO CORRECTING ENTRY 0037-2 194.36 080208 N 0045.0 DAO CORRECTING ENTRY 0038-1 -203.19 080308 N 0046.0 DAO CORRECTING ENTRY 0038-2 194.36 080308 N 0046.0 DAO CORRECTING ENTRY 0039-1 -203.19 091808 N 0108.0 DAO CORRECTING ENTRY 0039-2 194.36 091808 N 0108.0 DAO CORRECTING ENTRY 0040-1 -203.19 091908 N 0109.0 DAO CORRECTING ENTRY 0040-2 194.36 091908 N 0109.0 DAO CORRECTING ENTRY 0041-1 -203.19 092008 N 0110.0 DAO CORRECTING ENTRY 0041-2 194.36 092008 N 0110.0 DAO CORRECTING ENTRY 0042-1 -203.19 092108 N 0111.0 DAO CORRECTING ENTRY 0042-2 194.36 092108 N 0111.0 DAO CORRECTING ENTRY 0043-1 -203.19 092208 N 0112.0 DAO CORRECTING ENTRY 0043-2 194.36 092208 N 0112.0 DAO CORRECTING ENTRY 0044-1 -203.19 092308 N 0113.0 DAO CORRECTING ENTRY 0044-2 194.36 092308 N 0113.0 DAO CORRECTING ENTRY 0045-1 -203.19 092408 N 0114.0 DAO CORRECTING ENTRY 0045-2 194.36 092408 N 0114.0 DAO CORRECTING ENTRY 0046-1 -203.19 092508 N 0115.0 DAO CORRECTING ENTRY 0046-2 194.36 092508 N 0115.0 DAO CORRECTING ENTRY 0048-1 -203.19 091708 N 0117.0 DAO CORRECTING ENTRY 0048-2 194.36 091708 N 0117.0 DAO CORRECTING ENTRY 0049-1 -203.19 091808 N 0118.0 DAO CORRECTING ENTRY 0049-2 194.36 091808 N 0118.0 DAO CORRECTING ENTRY 0050-1 -203.19 091908 N 0119.0 DAO CORRECTING ENTRY 0050-2 194.36 091908 N 0119.0 DAO CORRECTING ENTRY 0051-1 -203.19 092008 N 0120.0 DAO CORRECTING ENTRY 0051-2 194.36 092008 N 0120.0 DAO CORRECTING ENTRY 0052-1 -203.19 092108 N 0121.0 DAO CORRECTING ENTRY 0052-2 194.36 092108 N 0121.0 DAO CORRECTING ENTRY 0053-1 -203.19 092208 N 0122.0 DAO CORRECTING ENTRY 0053-2 194.36 092208 N 0122.0 DAO CORRECTING ENTRY 0054-1 -203.19 092308 N 0123.0 DAO CORRECTING ENTRY 0054-2 194.36 092308 N 0123.0 DAO CORRECTING ENTRY 0055-1 -203.19 092408 N 0124.0 DAO CORRECTING ENTRY 0055-2 194.36 092408 N 0124.0 DAO CORRECTING ENTRY 0056-1 -203.19 092508 N 0125.0 DAO CORRECTING ENTRY 0056-2 194.36 092508 N 0125.0 DAO CORRECTING ENTRY 0057-1 -203.19 092608 N 0126.0 DAO CORRECTING ENTRY 0057-2 194.36 092608 N 0126.0 DAO CORRECTING ENTRY 0059-1 -203.19 092708 N 0128.0 DAO CORRECTING ENTRY 0059-2 194.36 092708 N 0128.0 DAO CORRECTING ENTRY 0060-1 -203.19 092808 N 0129.0 DAO CORRECTING ENTRY 0060-2 194.36 092808 N 0129.0 DAO CORRECTING ENTRY 0061-1 -203.19 092708 N 0130.0 DAO CORRECTING ENTRY PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 11/25/08 EST. NO.04 TIME 09:05 AM R.E. NAME: YOUNG, FRED 07-168004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0061-2 194.36 092708 N 0130.0 DAO CORRECTING ENTRY 0062-1 -203.19 091608 N 0106.0 DAO CORRECTING ENTRY 0062-2 194.36 091608 N 0106.0 DAO CORRECTING ENTRY 0063-1 -203.19 091708 N 0107.0 DAO CORRECTING ENTRY 0063-2 194.36 091708 N 0107.0 DAO CORRECTING ENTRY 0064-1 -203.19 092808 N 0131.0 DAO CORRECTING ENTRY 0064-2 194.36 092808 N 0131.0 DAO CORRECTING ENTRY 0065-1 -203.19 092908 N 0132.0 DAO CORRECTING ENTRY 0065-2 194.36 092908 N 0132.0 DAO CORRECTING ENTRY 0066-1 -203.19 092908 N 0133.0 DAO CORRECTING ENTRY 0066-2 194.36 092908 N 0133.0 DAO CORRECTING ENTRY 0067-1 -203.19 093008 N 0134.0 DAO CORRECTING ENTRY 0067-2 194.36 093008 N 0134.0 DAO CORRECTING ENTRY 0068-1 -203.19 093008 N 0135.0 DAO CORRECTING ENTRY 0068-2 194.36 093008 N 0135.0 DAO CORRECTING ENTRY 0069-1 -203.19 081708 N 0060.0 DAO CORRECTING ENTRY 0069-2 194.36 081708 N 0060.0 DAO CORRECTING ENTRY 0070-1 -203.19 081808 N 0061.0 DAO CORRECTING ENTRY 0070-2 194.36 081808 N 0061.0 DAO CORRECTING ENTRY 0071-1 -203.19 081908 N 0062.0 DAO CORRECTING ENTRY 0071-2 194.36 081908 N 0062.0 DAO CORRECTING ENTRY 0072-1 -203.19 082008 N 0063.0 DAO CORRECTING ENTRY 0072-2 194.36 082008 N 0063.0 DAO CORRECTING ENTRY 0073-1 -203.19 082108 N 0064.0 DAO CORRECTING ENTRY 0073-2 194.36 082108 N 0064.0 DAO CORRECTING ENTRY 0074-1 -203.19 082208 N 0065.0 DAO CORRECTING ENTRY 0074-2 194.36 082208 N 0065.0 DAO CORRECTING ENTRY 0075-1 -203.19 082308 N 0066.0 DAO CORRECTING ENTRY 0075-2 194.36 082308 N 0066.0 DAO CORRECTING ENTRY 0076-1 -203.19 082408 N 0067.0 DAO CORRECTING ENTRY 0076-2 194.36 082408 N 0067.0 DAO CORRECTING ENTRY 0077-1 -203.19 082508 N 0068.0 DAO CORRECTING ENTRY 0077-2 194.36 082508 N 0068.0 DAO CORRECTING ENTRY 0078-1 -203.19 082608 N 0069.0 DAO CORRECTING ENTRY 0078-2 194.36 082608 N 0069.0 DAO CORRECTING ENTRY 0079-1 -203.19 082708 N 0070.0 DAO CORRECTING ENTRY 0079-2 194.36 082708 N 0070.0 DAO CORRECTING ENTRY 0080-1 -203.19 082808 N 0071.0 DAO CORRECTING ENTRY 0080-2 194.36 082808 N 0071.0 DAO CORRECTING ENTRY 0081-1 -203.19 082908 N 0072.0 DAO CORRECTING ENTRY 0081-2 194.36 082908 N 0072.0 DAO CORRECTING ENTRY 0082-1 -203.19 083008 N 0073.0 DAO CORRECTING ENTRY 0082-2 194.36 083008 N 0073.0 DAO CORRECTING ENTRY 0083-1 -203.19 090108 N 0074.0 DAO CORRECTING ENTRY 0083-2 194.36 090108 N 0074.0 DAO CORRECTING ENTRY 0084-1 -203.19 090208 N 0075.0 DAO CORRECTING ENTRY 0084-2 194.36 090208 N 0075.0 DAO CORRECTING ENTRY 0085-1 -203.19 090308 N 0076.0 DAO CORRECTING ENTRY 0085-2 194.36 090308 N 0076.0 DAO CORRECTING ENTRY 0086-1 -203.19 090408 N 0077.0 DAO CORRECTING ENTRY 0086-2 194.36 090408 N 0077.0 DAO CORRECTING ENTRY PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 11/25/08 EST. NO.04 TIME 09:05 AM R.E. NAME: YOUNG, FRED 07-168004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0087-1 -203.19 090508 N 0078.0 DAO CORRECTING ENTRY 0087-2 194.36 090508 N 0078.0 DAO CORRECTING ENTRY 0088-1 -203.19 090608 N 0079.0 DAO CORRECTING ENTRY 0088-2 194.36 090608 N 0079.0 DAO CORRECTING ENTRY 0089-1 -203.19 090708 N 0080.0 DAO CORRECTING ENTRY 0089-2 194.36 090708 N 0080.0 DAO CORRECTING ENTRY 0090-1 -203.19 090808 N 0081.0 DAO CORRECTING ENTRY 0090-2 194.36 090808 N 0081.0 DAO CORRECTING ENTRY 0091-1 -203.19 090908 N 0082.0 DAO CORRECTING ENTRY 0091-2 194.36 090908 N 0082.0 DAO CORRECTING ENTRY 0092-1 -203.19 091008 N 0083.0 DAO CORRECTING ENTRY 0092-2 194.36 091008 N 0083.0 DAO CORRECTING ENTRY 0093-1 -203.19 091108 N 0084.0 DAO CORRECTING ENTRY 0093-2 194.36 091108 N 0084.0 DAO CORRECTING ENTRY 0094-1 -203.19 091208 N 0085.0 DAO CORRECTING ENTRY 0094-2 194.36 091208 N 0085.0 DAO CORRECTING ENTRY 0095-1 -203.19 091308 N 0086.0 DAO CORRECTING ENTRY 0095-2 194.36 091308 N 0086.0 DAO CORRECTING ENTRY 0096-1 -203.19 081508 N 0058.0 DAO CORRECTING ENTRY 0096-2 194.36 081508 N 0058.0 DAO CORRECTING ENTRY 0097-1 -203.19 081608 N 0059.0 DAO CORRECTING ENTRY 0097-2 194.36 081608 N 0059.0 DAO CORRECTING ENTRY 0098-1 -203.19 091408 N 0087.0 DAO CORRECTING ENTRY 0098-2 194.36 091408 N 0087.0 DAO CORRECTING ENTRY 0099-1 -203.19 091608 N 0088.0 DAO CORRECTING ENTRY 0099-2 194.36 091608 N 0088.0 DAO CORRECTING ENTRY 0100-1 -343.17 082908 N 0089.0 DAO CORRECTING ENTRY 0100-2 329.08 082908 N 0089.0 DAO CORRECTING ENTRY 0100-3 -329.08 082908 N 0089.0 DAO CORRECTING ENTRY 0101-1 -203.19 083008 N 0090.0 DAO CORRECTING ENTRY 0101-2 194.36 083008 N 0090.0 DAO CORRECTING ENTRY 0102-1 -203.19 090108 N 0091.0 DAO CORRECTING ENTRY 0102-2 194.36 090108 N 0091.0 DAO CORRECTING ENTRY 0103-1 -203.19 090408 N 0094.0 DAO CORRECTING ENTRY 0103-2 194.36 090408 N 0094.0 DAO CORRECTING ENTRY 0104-1 -203.19 090508 N 0095.0 DAO CORRECTING ENTRY 0104-2 194.36 090508 N 0095.0 DAO CORRECTING ENTRY 0105-1 -203.19 090608 N 0096.0 DAO CORRECTING ENTRY 0105-2 194.36 090608 N 0096.0 DAO CORRECTING ENTRY 0106-1 -203.19 090708 N 0097.0 DAO CORRECTING ENTRY 0106-2 194.36 090708 N 0097.0 DAO CORRECTING ENTRY 0107-1 -203.19 090808 N 0098.0 DAO CORRECTING ENTRY 0107-2 194.36 090808 N 0098.0 DAO CORRECTING ENTRY 0108-1 -203.19 090908 N 0099.0 DAO CORRECTING ENTRY 0108-2 194.36 090908 N 0099.0 DAO CORRECTING ENTRY 0109-1 -203.19 091008 N 0100.0 DAO CORRECTING ENTRY 0109-2 194.36 091008 N 0100.0 DAO CORRECTING ENTRY 0110-1 -203.19 091108 N 0101.0 DAO CORRECTING ENTRY 0110-2 194.36 091108 N 0101.0 DAO CORRECTING ENTRY 0111-1 -203.19 091208 N 0102.0 DAO CORRECTING ENTRY 0111-2 194.36 091208 N 0102.0 DAO CORRECTING ENTRY PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 5 DATE 11/25/08 EST. NO.04 TIME 09:05 AM R.E. NAME: YOUNG, FRED 07-168004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0112-1 -203.19 091308 N 0103.0 DAO CORRECTING ENTRY 0112-2 194.36 091308 N 0103.0 DAO CORRECTING ENTRY 0113-1 -203.19 091408 N 0104.0 DAO CORRECTING ENTRY 0113-2 194.36 091408 N 0104.0 DAO CORRECTING ENTRY 0114-1 -203.19 091508 N 0105.0 DAO CORRECTING ENTRY 0114-2 194.36 091508 N 0105.0 DAO CORRECTING ENTRY 0115-1 -203.19 090208 N 0092.0 DAO CORRECTING ENTRY 0115-2 194.36 090208 N 0092.0 DAO CORRECTING ENTRY 0116-1 -203.19 090308 N 0093.0 DAO CORRECTING ENTRY 0116-2 194.36 090308 N 0093.0 DAO CORRECTING ENTRY 0117-1 -203.19 080408 N 0047.0 DAO CORRECTING ENTRY 0117-2 194.36 080408 N 0047.0 DAO CORRECTING ENTRY 0118-1 -203.19 080508 N 0048.0 DAO CORRECTING ENTRY 0118-2 194.36 080508 N 0048.0 DAO CORRECTING ENTRY 0119-1 -203.19 080708 N 0050.0 DAO CORRECTING ENTRY 0119-2 194.36 080708 N 0050.0 DAO CORRECTING ENTRY 0120-1 -203.19 080808 N 0051.0 DAO CORRECTING ENTRY 0120-2 194.36 080808 N 0051.0 DAO CORRECTING ENTRY 0121-1 -203.19 080908 N 0052.0 DAO CORRECTING ENTRY 0121-2 194.36 080908 N 0052.0 DAO CORRECTING ENTRY 0122-1 -203.19 081008 N 0053.0 DAO CORRECTING ENTRY 0122-2 194.36 081008 N 0053.0 DAO CORRECTING ENTRY 0123-1 -203.19 081108 N 0054.0 DAO CORRECTING ENTRY 0123-2 194.36 081108 N 0054.0 DAO CORRECTING ENTRY 0124-1 -203.19 081208 N 0055.0 DAO CORRECTING ENTRY 0124-2 194.36 081208 N 0055.0 DAO CORRECTING ENTRY 0125-1 -203.19 081308 N 0056.0 DAO CORRECTING ENTRY 0125-2 194.36 081308 N 0056.0 DAO CORRECTING ENTRY 0126-1 -203.19 081408 N 0057.0 DAO CORRECTING ENTRY 0126-2 194.36 081408 N 0057.0 DAO CORRECTING ENTRY 005 0001 2,394.32 E.W. @ F.A.(+) 081408 N 0002.0 0002 4,164.84 081508 N 0003.0 0004 175.46 082008 N 0005.0 7,921.81 TOTAL THIS ESTIMATE 22,694.07 TOTAL PREVIOUS ESTIMATE 30,615.88 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 11/25/08 EST. NO.04 TIME 09:05 AM R.E. NAME: YOUNG, FRED 07-168004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 09:05 AM ESTIMATE NO. 04 BID OPENING 02/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 11/25/08 LOCATION RERUN PROGRESS ESTIMATE 07-LA-5-R44.2/R46.0 ----------------------- KCM SECURITY PAVING JV IN LOS ANGELES COUNTY IN SANTA P.O. BOX867/19010 SLOVER AVE CLARITA ON ROUTE 5 AND ON ROUTE 14 BLOOMINGTON, CA 92316 FED. AID NO. CMLN-6207(46)N CONSTRUCT HOV LANES AND CONNECTORS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.000 0.00 02 TIME-RELATED OVERHEAD WDAY 5,000.0000 5,000,000.00 22.000 110,000.00 92.000 460,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 17.0000 5,950.00 0.000 0.00 04 CONSTRUCTION SITE MANAGEMENT LS 300,000.0000 300,000.00 0.022 6,600.00 0.085 25,500.00 05 PREPARE STORM WATER POLLUTION LS 4,500.0000 4,500.00 0.050 225.00 0.050 225.00 PREVENTION PLAN 06 TEMPORARY EROSION CONTROL BLANKET M2 2.0000 376,000.00 0.000 0.00 07 TEMPORARY FIBER ROLL M 10.0000 100,000.00 937.000 9,370.00 1,462.000 14,620.00 08 TEMPORARY SILT FENCE M 9.5000 35,625.00 189.000 1,795.50 250.500 2,379.75 09 TEMPORARY GRAVEL BAG BERM M 15.0000 112,500.00 15.250 228.75 101.250 1,518.75 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,200.0000 33,000.00 0.000 0.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 18,000.00 5.000 15,000.00 6.000 18,000.00 12 TEMPORARY COVER M2 6.0000 6,000.00 0.000 0.00 13 TEMPORARY STRAW BALE BARRIER M 45.0000 8,550.00 18.290 823.05 14 MOVE-IN/MOVE-OUT EA 540.0000 6,480.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 15 TEMPORARY HYDRAULIC MULCH M2 0.6500 187,850.00 0.000 0.00 (BONDED FIBER MATRIX) 16 STREET SWEEPING LS 250,000.0000 250,000.00 0.072 18,000.00 0.092 23,000.00 17 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 60,000.0000 60,000.00 0.022 1,320.00 0.085 5,100.00 18 CONSTRUCTION AREA SIGNS LS 45,600.0000 45,600.00 0.008 364.80 0.316 14,409.60 S) 19 TRAFFIC CONTROL SYSTEM LS 850,000.0000 850,000.00 0.022 18,700.00 0.102 86,700.00 S) 20 TYPE III BARRICADE EA 110.0000 3,520.00 2.000 220.00 21 TEMPORARY PAVEMENT MARKING (PAINT) M2 66.0000 5,412.00 35.100 2,316.60 22 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.0000 114,900.00 1,783.000 5,349.00 PROGRAM CAS145 PAGE 2 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 09:05 AM ESTIMATE NO. 04 BID OPENING 02/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 11/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.7400 42,328.00 28,244.000 20,900.56 24 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 21,700.00 161.000 5,635.00 S) 25 TEMPORARY PAVEMENT MARKER EA 3.7000 63,270.00 5,506.000 20,372.20 26 TEMPORARY RAILING (TYPE K) M 50.0000 1,245,000.00 6,221.860 311,093.00 27 TEMPORARY CRASH CUSHION MODULE EA 210.0000 142,800.00 206.000 43,260.00 28 ABANDON PIPELINE M 160.0000 36,800.00 0.000 0.00 29 OBLITERATE SURFACING M2 4.5000 7,335.00 0.000 0.00 30 REMOVE METAL BEAM GUARD RAILING M 25.0000 35,750.00 22.880 572.00 31 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.6800 26,880.00 7,046.000 11,837.28 STRIPE 32 REMOVE PAINTED TRAFFIC STRIPE M 1.1000 70,180.00 0.000 0.00 33 REMOVE PAVEMENT MARKING M2 16.2000 1,782.00 0.000 0.00 34 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.1500 33,810.00 24,337.700 27,988.36 35 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 27.0000 3,510.00 42.900 1,158.30 36 REMOVE PAVEMENT MARKER EA 0.8100 22,761.00 6,479.000 5,247.99 37 REMOVE ROADSIDE SIGN EA 150.0000 1,050.00 0.000 0.00 38 REMOVE ROADSIDE SIGN PANEL EA 250.0000 750.00 0.000 0.00 39 REMOVE SIGN STRUCTURE EA 4,000.0000 32,000.00 2.000 8,000.00 2.000 8,000.00 40 REMOVE SIGN OVERLAY M2 150.0000 525.00 0.000 0.00 41 REMOVE ASPHALT CONCRETE DIKE M 5.0000 19,250.00 381.500 1,907.50 42 REMOVE PIPE M 70.0000 18,900.00 3.000 210.00 43 REMOVE INLET EA 1,200.0000 21,600.00 4.000 4,800.00 44 REMOVE JUNCTION BOX EA 1,800.0000 1,800.00 0.000 0.00 45 RECONSTRUCT METAL BEAM GUARD RAILING M 110.0000 1,760.00 0.000 0.00 46 RESET ROADSIDE SIGN EA 400.0000 400.00 0.000 0.00 47 REMOVE CONCRETE CURB M 9.0000 10,980.00 0.000 0.00 48 REMOVE CONCRETE BARRIER M 13.5000 36,045.00 0.000 0.00 49 CAP INLET EA 1,500.0000 37,500.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 09:05 AM ESTIMATE NO. 04 BID OPENING 02/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 11/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 BRIDGE REMOVAL LS 150,000.0000 150,000.00 0.000 0.00 F) 51 BRIDGE REMOVAL (PORTION), LOCATION A LS 30,000.0000 30,000.00 0.000 0.00 52 BRIDGE REMOVAL (PORTION), LOCATION B LS 45,000.0000 45,000.00 0.000 0.00 53 BRIDGE REMOVAL (PORTION), LOCATION C LS 350,000.0000 350,000.00 0.000 0.00 54 BRIDGE REMOVAL (PORTION), LOCATION D LS 250,000.0000 250,000.00 0.000 0.00 55 BRIDGE REMOVAL (PORTION), LOCATION E LS 60,000.0000 60,000.00 0.000 0.00 56 BRIDGE REMOVAL (PORTION), LOCATION F LS 50,000.0000 50,000.00 0.000 0.00 57 ROADWAY EXCAVATION M3 22.0000 2,662,000.00 5,635.530 123,981.66 21,318.830 469,014.26 58 ROADWAY EXCAVATION (TYPE Y-1) M3 26.7000 150,054.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 59 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 60 STRUCTURE EXCAVATION (BRIDGE) M3 200.0000 777,800.00 141.020 28,204.00 F) 61 STRUCTURE EXCAVATION (TYPE D) M3 150.0000 369,750.00 0.000 0.00 F) 62 STRUCTURE EXCAVATION (RETAINING WALL) M3 35.3000 1,381,712.60 2,765.000 97,604.50 15,344.000 541,643.20 F) 63 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 80.0000 6,240.00 0.000 0.00 F) 64 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 80.0000 4,800.00 0.000 0.00 F) 65 STRUCTURE BACKFILL (BRIDGE) M3 70.0000 229,250.00 0.000 0.00 F) 66 STRUCTURE BACKFILL (ISOLATION CASING) M3 400.0000 332,000.00 40.930 16,372.00 SF) 67 STRUCTURE BACKFILL (RETAINING WALL) M3 51.0000 1,524,900.00 2,163.500 110,338.50 68 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 240.0000 4,080.00 0.000 0.00 F) 69 PERVIOUS BACKFILL MATERIAL M3 125.0000 44,750.00 0.000 0.00 F) 70 PERVIOUS BACKFILL MATERIAL (RETAINING M3 110.0000 275,550.00 119.000 13,090.00 F) WALL) 71 LEAN CONCRETE BACKFILL M3 400.0000 4,800.00 0.000 0.00 F) 72 SOIL NAIL ASSEMBLY M 70.0000 2,545,900.00 4,300.850 301,059.50 7,935.120 555,458.40 S) 73 HIGHWAY PLANTING LS 20,900.0000 20,900.00 0.000 0.00 S) 74 EROSION CONTROL (TYPE D) M2 2.9200 1,314.00 0.000 0.00 S) 75 EROSION CONTROL (TYPE BFM) M2 3.1000 169,880.00 0.000 0.00 S) 76 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 540.0000 2,160.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 09:05 AM ESTIMATE NO. 04 BID OPENING 02/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 11/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PLANT (GROUP W) EA 6.3000 2,016.00 0.000 0.00 S) 78 PLANT ESTABLISHMENT WORK LS 32,335.0000 32,335.00 0.000 0.00 S) 79 IRRIGATION SYSTEM LS 39,500.0000 39,500.00 0.000 0.00 S) 80 CLASS 3 AGGREGATE BASE M3 39.9500 735,080.00 942.110 37,637.29 942.110 37,637.29 81 LEAN CONCRETE BASE M3 187.0000 2,561,900.00 657.280 122,911.36 657.280 122,911.36 82 LEAN CONCRETE BASE (RAPID STRENGTH) M3 535.0000 90,950.00 0.000 0.00 S) 83 ASPHALT CONCRETE (TYPE B) TONN 93.0000 1,199,700.00 606.050 56,362.65 84 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 8.0000 11,680.00 0.000 0.00 85 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 8.0000 5,200.00 0.000 0.00 86 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 8.0000 2,560.00 0.000 0.00 87 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 8.0000 3,280.00 0.000 0.00 88 CONCRETE PAVEMENT M3 262.0000 6,838,200.00 0.000 0.00 89 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 90 SEAL PAVEMENT JOINT M 13.8500 411,345.00 0.000 0.00 91 SEAL LONGITUDINAL ISOLATION JOINT M 30.3500 342,955.00 0.000 0.00 92 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 93 GRIND EXISTING CONCRETE M2 11.0000 37,070.00 0.000 0.00 PAVEMENT 94 MICROPILE (NO 32 REINFORCEMENT) M 150.0000 3,000.00 0.000 0.00 S) 95 FURNISH STEEL SOLDIER PILING (W360X347) M 500.0000 52,000.00 0.000 0.00 96 2.6 M PERMANENT STEEL CASING M 3,300.0000 610,500.00 0.000 0.00 97 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 260.0000 349,700.00 0.000 0.00 S) PILING 98 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 2,675.0000 112,350.00 0.000 0.00 S) PILING 99 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 24,000.0000 768,000.00 0.000 0.00 S) PILING 00 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 5,000.0000 2,330,000.00 113.850 569,250.00 113.850 569,250.00 S) PILING (ROCK SOCKET) 01 2.6 M CAST-IN-DRILLED-HOLE CONCRETE M 2,600.0000 481,000.00 0.000 0.00 PILING 02 3.6 M CAST-IN-DRILLED-HOLE CONCRETE M 16,000.0000 1,792,000.00 10.200 163,200.00 S) PILING 03 4.1 M CAST-IN-DRILLED-HOLE CONCRETE M 17,000.0000 952,000.00 0.000 0.00 S) PILING PROGRAM CAS145 PAGE 5 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 09:05 AM ESTIMATE NO. 04 BID OPENING 02/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 11/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 16,000.0000 704,000.00 0.000 0.00 S) PILING (ROCK SOCKET) 05 3.6 M CAST-IN-DRILLED-HOLE CONCRETE M 11,000.0000 1,254,000.00 10.500 115,500.00 S) PILING (ROCK SOCKET) 06 4.1 M CAST-IN-DRILLED-HOLE CONCRETE M 16,000.0000 1,280,000.00 0.000 0.00 S) PILING (ROCK SOCKET) 07 760 MM DRILLED HOLE M 1,000.0000 108,000.00 0.000 0.00 08 PRESTRESSING CAST-IN-PLACE CONCRETE LS 1000,000.0000 1,000,000.00 0.000 0.00 S) 09 TIEBACK ANCHOR EA 2,000.0000 8,000.00 0.000 0.00 S) 10 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 600.0000 533,400.00 0.000 0.00 F) 11 STRUCTURAL CONCRETE, BRIDGE M3 1,040.0000 22,226,880.00 234.520 243,900.80 234.520 243,900.80 F) 12 STRUCTURAL CONCRETE, CRASH WALL M3 800.0000 56,000.00 0.000 0.00 F) 13 STRUCTURAL CONCRETE, RETAINING WALL M3 500.0000 5,457,500.00 606.580 303,290.00 1,356.580 678,290.00 F) 14 STRUCTURAL CONCRETE, APPROACH SLAB M3 400.0000 267,600.00 0.000 0.00 F) (TYPE N) 15 MINOR CONCRETE (MINOR STRUCTURE) M3 1,605.0000 396,435.00 3.960 6,355.80 F) 16 ARCHITECTURAL TREATMENT M2 10.0000 175,200.00 1,117.000 11,170.00 F) (FRACTURED GRANITE TEXTURE) 17 ARCHITECTURAL TREATMENT (BARRIER RAIL) M2 12.0000 32,028.00 0.000 0.00 F) 18 DRILL AND BOND DOWEL M 50.0000 133,750.00 200.000 10,000.00 19 CLEAN EXPANSION JOINT M 300.0000 26,400.00 0.000 0.00 20 PTFE SPHERICAL BEARING EA 10,000.0000 90,000.00 0.000 0.00 S) 21 JOINT SEAL (TYPE AL) M 120.0000 29,880.00 0.000 0.00 S) 22 JOINT SEAL (MR 30 MM) M 120.0000 17,880.00 0.000 0.00 S) 23 JOINT SEAL (MR 15 MM) M 120.0000 5,640.00 0.000 0.00 S) 24 JOINT SEAL ASSEMBLY (MR 60 MM) M 400.0000 28,400.00 0.000 0.00 S) 25 JOINT SEAL ASSEMBLY (MR 80 MM) M 400.0000 31,200.00 0.000 0.00 S) 26 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,400.0000 23,800.00 0.000 0.00 S) 27 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 2,500.0000 91,250.00 0.000 0.00 S) 28 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 3,200.0000 124,800.00 0.000 0.00 S) 29 SILOFLEX 225 JOINT SEAL M 400.0000 15,200.00 0.000 0.00 S) 30 BAR REINFORCING STEEL (BRIDGE) KG 1.7000 10,717,813.20 124,434.000 211,537.80 171,062.000 290,805.40 SF) PROGRAM CAS145 PAGE 6 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 09:05 AM ESTIMATE NO. 04 BID OPENING 02/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 11/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 BAR REINFORCING STEEL (RETAINING WALL) KG 1.8000 1,785,913.20 58,086.420 104,555.56 109,304.420 196,747.96 SF) 32 BAR REINFORCING STEEL (CRASH WALL) KG 2.5000 13,250.00 0.000 0.00 SF) 33 SHOTCRETE M3 475.0000 853,575.00 59.450 28,238.75 143.450 68,138.75 F) 34 ISOLATION COLUMN CASING M 3,500.0000 791,000.00 11.800 41,300.00 SF) 35 FURNISH SIGN STRUCTURE (TRUSS) KG 13.7000 2,521,320.60 0.000 0.00 SF) 36 INSTALL SIGN STRUCTURE (TRUSS) KG 0.6000 110,422.80 0.000 0.00 SF) 37 1372 MM CAST-IN-DRILLED-HOLE M 2,400.0000 14,400.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 38 1524 MM CAST-IN-DRILLED-HOLE M 1,675.0000 184,250.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 39 METAL (BARRIER MOUNTED SIGN) KG 26.0000 31,460.00 0.000 0.00 40 ROADSIDE SIGN - ONE POST EA 405.0000 3,645.00 0.000 0.00 41 ROADSIDE SIGN - TWO POST EA 760.0000 3,040.00 0.000 0.00 42 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 215.0000 645.00 0.000 0.00 METHOD) 43 INSTALL SIGN OVERLAY M2 190.0000 570.00 0.000 0.00 44 INSTALL SIGN PANEL ON EXISTING FRAME M2 200.0000 26,000.00 0.000 0.00 45 INSTALL ROADSIDE SIGN PANEL ON EA 190.0000 570.00 0.000 0.00 EXISTING POST 46 INSTALL ROADSIDE SIGN EA 2,700.0000 8,100.00 0.000 0.00 (LAMINATED WOOD BOX POST) 47 TIMBER LAGGING M3 5,000.0000 65,000.00 0.000 0.00 SF) 48 PREPARE AND PAINT CONCRETE M2 11.0000 42,328.00 0.000 0.00 S) 49 450 MM REINFORCED CONCRETE PIPE M 320.0000 83,200.00 0.000 0.00 50 600 MM REINFORCED CONCRETE PIPE M 390.0000 58,500.00 0.000 0.00 51 750 MM REINFORCED CONCRETE PIPE M 505.0000 7,575.00 0.000 0.00 52 900 MM REINFORCED CONCRETE PIPE M 605.0000 22,990.00 0.000 0.00 53 JACKED 900 MM REINFORCED CONCRETE PIPE M 3,645.0000 225,990.00 0.000 0.00 (CLASS II) 54 450 MM CORRUGATED STEEL PIPE M 420.0000 46,200.00 1.400 588.00 1.400 588.00 (2.01 MM THICK) 55 600 MM CORRUGATED STEEL PIPE M 448.0000 31,360.00 4.320 1,935.36 (2.01 MM THICK) 56 750 MM CORRUGATED STEEL PIPE M 484.0000 32,912.00 0.000 0.00 (2.01 MM THICK) 57 900 MM CORRUGATED STEEL PIPE M 1,255.0000 2,510.00 0.000 0.00 (2.01 MM THICK) PROGRAM CAS145 PAGE 7 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 09:05 AM ESTIMATE NO. 04 BID OPENING 02/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 11/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 300 MM CORRUGATED STEEL PIPE RISER M 435.0000 4,350.00 0.000 0.00 (2.01 MM THICK) 59 900 MM CORRUGATED STEEL PIPE RISER M 635.0000 10,160.00 0.000 0.00 (2.01 MM THICK) 60 900 MM CONCRETE FLARED END SECTION EA 1,800.0000 1,800.00 0.000 0.00 61 MINOR CONCRETE (BACKFILL) M3 360.0000 3,960.00 0.000 0.00 62 ROCK SLOPE PROTECTION M3 170.0000 49,300.00 0.000 0.00 (BACKING NO. 1, METHOD B) 63 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 170.0000 117,300.00 0.000 0.00 64 SLOPE PAVING (CONCRETE) M3 990.0000 31,680.00 0.000 0.00 F) 65 ROCK SLOPE PROTECTION FABRIC M2 2.5000 1,750.00 0.000 0.00 66 MINOR CONCRETE (MISCELLANEOUS M3 735.0000 213,150.00 0.000 0.00 CONSTRUCTION) 67 MINOR CONCRETE (STAMPED CONCRETE) M2 86.0000 122,980.00 0.000 0.00 68 MISCELLANEOUS IRON AND STEEL KG 4.3500 76,207.65 0.000 0.00 SF) 69 MISCELLANEOUS METAL KG 15.0000 48,750.00 0.000 0.00 SF)(RESTRAINER - CABLE TYPE) 70 MISCELLANEOUS METAL (BRIDGE) KG 12.0000 319,728.00 0.000 0.00 SF) 71 BRIDGE DECK DRAINAGE SYSTEM KG 10.0000 201,800.00 0.000 0.00 SF) 72 CHAIN LINK FENCE (TYPE CL-1.8) M 45.0000 15,750.00 58.840 2,647.80 S) 73 CHAIN LINK GATE EA 1,170.0000 1,170.00 0.000 0.00 S) 74 INSTALL MEDIAN MILEAGE PANEL EA 250.0000 2,250.00 0.000 0.00 75 METAL BEAM GUARD RAILING M 107.6500 129,180.00 0.000 0.00 S) 76 CHAIN LINK RAILING (TYPE 7) M 230.0000 34,500.00 0.000 0.00 SF) 77 CONCRETE BARRIER M 240.0000 10,560.00 0.000 0.00 F) 78 CABLE RAILING M 29.5000 57,318.50 0.000 0.00 F) 79 TRANSITION RAILING (TYPE WB) EA 4,545.0000 72,720.00 0.000 0.00 S) 80 END ANCHOR ASSEMBLY (TYPE SFT) EA 885.0000 5,310.00 0.000 0.00 S) 81 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,475.0000 10,425.00 0.000 0.00 S) 82 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,610.0000 23,490.00 0.000 0.00 S) 83 CRASH CUSHION, SAND FILLED EA 8,500.0000 8,500.00 0.000 0.00 S) 84 CRASH CUSHION (REACT 9CBB) EA 76,200.0000 76,200.00 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 09:05 AM ESTIMATE NO. 04 BID OPENING 02/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 11/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 CONCRETE BARRIER (TYPE 60) M 165.0000 84,150.00 0.000 0.00 86 CONCRETE BARRIER (TYPE 60A) M 200.0000 204,000.00 0.000 0.00 87 CONCRETE BARRIER (TYPE 60 MOD) M 210.0000 88,200.00 0.000 0.00 88 CONCRETE BARRIER (TYPE 60C) M 285.0000 276,450.00 0.000 0.00 89 CONCRETE BARRIER (TYPE 60D) M 142.0000 440,200.00 0.000 0.00 90 CONCRETE BARRIER (TYPE 60E) M 680.0000 176,800.00 0.000 0.00 91 CONCRETE BARRIER (TYPE 60E MODIFIED) M 880.0000 114,400.00 0.000 0.00 92 CONCRETE BARRIER (TYPE 736) M 200.0000 9,400.00 0.000 0.00 F) 93 CONCRETE BARRIER (TYPE 736B MODIFIED) M 320.0000 70,400.00 0.000 0.00 94 CONCRETE BARRIER (TYPE 736 MODIFIED) M 205.0000 1,122,990.00 0.000 0.00 F) 95 CONCRETE BARRIER (TYPE 736A MODIFIED) M 205.0000 219,350.00 0.000 0.00 96 CONCRETE BARRIER (TYPE 736B) M 315.0000 97,650.00 0.000 0.00 97 THERMOPLASTIC PAVEMENT MARKING M2 45.4000 16,798.00 0.000 0.00 S) 98 200 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6500 630.50 0.000 0.00 S) (BROKEN 11.0 M - 3.50 M) 99 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 48,600.00 0.000 0.00 S) 00 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.8500 9,291.00 0.000 0.00 S) 01 200 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5700 1,385.10 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 02 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.4800 14,352.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 03 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 265.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 04 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.5000 22,000.00 0.000 0.00 S) 05 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.2000 25,830.00 0.000 0.00 S) 06 LIGHTING (TEMPORARY) LS 123,000.0000 123,000.00 0.050 6,150.00 0.310 38,130.00 S) 07 53 MM ELECTRICAL CONDUIT M 43.5000 36,540.00 0.000 0.00 S) 08 COMMUNICATION CONDUIT (BRIDGE) M 119.0000 130,900.00 0.000 0.00 S) 09 SEISMIC MONITORING SYSTEM LS 177,100.0000 177,100.00 0.000 0.00 S) 10 AUTOMATIC VEHICLE CLASSIFICATION STATION LS 192,200.0000 192,200.00 0.000 0.00 S) 11 TRAFFIC MONITORING STATION (LOCATION 1) LS 79,900.0000 79,900.00 0.000 0.00 S) PROGRAM CAS145 PAGE 9 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 09:05 AM ESTIMATE NO. 04 BID OPENING 02/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 11/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 TRAFFIC MONITORING STATION (LOCATION 2) LS 75,600.0000 75,600.00 0.000 0.00 S) 13 TRAFFIC MONITORING STATION (LOCATION 3) LS 17,300.0000 17,300.00 0.000 0.00 S) 14 CLOSED CIRCUIT TELEVISION CAMERA LS 46,400.0000 46,400.00 0.000 0.00 S) (LOCATION GS448) 15 COMMUNICATION SYSTEM ROUTING (MODIFY) LS 304,600.0000 304,600.00 0.000 0.00 S) 16 MODIFY LIGHTING AND SIGN ILLUMINATION LS 1641,600.0000 1,641,600.00 0.020 32,832.00 0.020 32,832.00 S) 17 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 18 SYSTEM TESTING AND DOCUMENTATION LS 6,800.0000 6,800.00 0.000 0.00 S) 19 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 20 TEMPORARY CULVERT M 500.0000 110,000.00 122.270 61,135.00 21 TRAFFIC CONE EA 50.0000 950.00 0.000 0.00 S) 22 REMOVE CHAIN LINK FENCE M 10.0000 120.00 0.000 0.00 23 PRECAST PANEL CONCRETE PAVEMENT M3 2,995.0000 389,350.00 0.000 0.00 24 BAR REINFORCING STEEL (GSRD) KG 2.3000 35,585.60 0.000 0.00 SF) 25 CLEAN AND PAINT CONCRETE SURFACES M2 11.0000 28,930.00 0.000 0.00 (TUNNEL) 26 STAINLESS STEEL (GSRD) (TYPE 1) KG 49.0000 114,072.00 0.000 0.00 SF) 27 UNDERCROSSING ELECTRICAL WORK LS 3421,400.0000 3,421,400.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 11/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 09:05 AM ESTIMATE NO. 04 BID OPENING 02/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 11/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,373,141.27 5,608,602.47 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 7,921.81 30,615.88 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,381,063.08 5,639,218.35 28 MOBILIZATION LS 307,938.0000 10,307,938.00 0.500 5,153,969.00 ORIGINAL CONTRACT AMOUNT 114,415,513.75 TOTAL WORK COMPLETED 2,381,063.08 10,793,187.35 MATERIALS ON HAND ON SITE 3,961,547.55 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 2,381,063.08 14,754,734.90 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 05/01/08 1250 07/10/08 00/00/00 07/13/12 92 0 0 0 9% 9% PROGRESS IS SATISFACTORY YOUNG, FRED RESIDENT ENGINEER PROGRAM CAS145 DATE 11/25/08