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 03/29/06 EST. NO.42 TIME 09:28 AM R.E. NAME: MOUSSA, ELIAS 04-120614 --------------------------------------------------------------------------- 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 0197-1 -408.73 E.W. @ F.A.(+) 072403 N 0664.0 DAO CORRECTING ENTRY 0256 49.05 102103 N 0822.0 0256-1 -49.05 102103 N 0822.0 DAO CORRECTING ENTRY 0314-3 -195.25 121203 N 0923.1 DAO CORRECTING ENTRY 0362 715.00 032802 N 22.2C0 0362-1 -715.00 032802 N 22.2C0 DAO CORRECTING ENTRY 0363 354.85 123003 N 973.C0 0363-1 -354.85 123003 N 973.C0 DAO CORRECTING ENTRY 0364 281.16 121203 N 923.13 0364-1 -281.16 121203 N 923.13 DAO CORRECTING ENTRY 0365 715.00 032802 N RE22.2 0365-1 -715.00 032802 N RE22.2 DAO CORRECTING ENTRY 0366 408.73 072403 N RE6640 0366-1 -408.73 072403 N RE6640 DAO CORRECTING ENTRY 0367 281.16 121203 N RE3140 0367-1 -281.16 121203 N RE3140 DAO CORRECTING ENTRY 0368 195.25 121203 N 923.C3 0368-1 -195.25 121203 N 923.C3 DAO CORRECTING ENTRY 0369 408.73 072403 N PFE 0 0371 195.25 121203 N 923PF5 004 0023-1 -1,706.56 A.C. @ L.S.(+) 022205 N 1674.0 DAO CORRECTING ENTRY 0023-2 853.28 022205 N 1674.0 DAO CORRECTING ENTRY 0023-3 -853.28 022205 N 1674.0 DAO CORRECTING ENTRY 0027 1,706.56 022205 N 1674 0 005 0174 1,301.34 E.W. @ F.A.(+) 102303 N 0827.0 0174-1 -1,301.34 102303 N 0827.0 DAO CORRECTING ENTRY 0175-1 -604.24 111403 N 0946.0 DAO CORRECTING ENTRY 0201 1,631.24 090904 N 1525.0 0201-1 -1,631.24 090904 N 1525.0 DAO CORRECTING ENTRY 0204 336.88 111403 N 0946.1 0204-1 -336.88 111403 N 0946.1 DAO CORRECTING ENTRY 0208 4,700.51 070103 N 1523C0 0208-1 -4,700.51 070103 N 1523C0 DAO CORRECTING ENTRY 0209 101.60 070102 N 0179.2 0209-1 -101.60 070102 N 0179.2 DAO CORRECTING ENTRY 0210 1,186.55 111403 N RE1750 0210-1 -1,186.55 111403 N RE1750 DAO CORRECTING ENTRY 0211 604.24 111403 N 175.C0 0211-1 -604.24 111403 N 175.C0 DAO CORRECTING ENTRY 0212 668.80 111403 N 204.C0 0212-1 -668.80 111403 N 204.C0 DAO CORRECTING ENTRY 0213 3,662.00 112503 N 976.C0 0213-1 -3,662.00 112503 N 976.C0 DAO CORRECTING ENTRY 0214 604.24 111403 N PFE 0 0214-1 -604.24 111403 N PFE 0 DAO CORRECTING ENTRY 0215 604.24 111403 N PFE 21 006 0067-1 -861.23 E.W. @ F.A.(+) 040904 N 1496.0 DAO CORRECTING ENTRY 0067-2 262.98 040904 N 1496.0 DAO CORRECTING ENTRY 0067-3 -262.98 040904 N 1496.0 DAO CORRECTING ENTRY 0068 5,405.28 041304 N 1647.0 0069 1,303.22 102904 N 1648.0 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 03/29/06 EST. NO.42 TIME 09:28 AM R.E. NAME: MOUSSA, ELIAS 04-120614 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0069-1 -1,303.22 102904 N 1648.0 DAO CORRECTING ENTRY 0073 751.89 071904 N 1643.0 0073-1 -751.89 071904 N 1643.0 DAO CORRECTING ENTRY 0074 542.70 011305 N 1783.0 0074-1 -542.70 011305 N 1783.0 DAO CORRECTING ENTRY 0075 1,077.38 011405 N 1784.0 0075-1 -1,077.38 011405 N 1784.0 DAO CORRECTING ENTRY 0076 1,337.66 110404 N 1786.0 0076-1 -1,337.66 110404 N 1786.0 DAO CORRECTING ENTRY 0078 1,488.49 011205 N 1795.0 0078-1 -1,488.49 011205 N 1795.0 DAO CORRECTING ENTRY 0079 1,962.97 110804 N 1808.0 0079-1 -1,962.97 110804 N 1808.0 DAO CORRECTING ENTRY 0080 2,267.22 061604 N 1505.0 0080-1 -2,267.22 061604 N 1505.0 DAO CORRECTING ENTRY 0082 861.23 040904 N PFE670 015 0004 2,495.55 E.W. @ F.A.(+) 080503 N 0830.0 0004-1 -2,495.55 080503 N 0830.0 DAO CORRECTING ENTRY 0006 1,725.60 080403 N 0829.0 0006-1 -1,725.60 080403 N 0829.0 DAO CORRECTING ENTRY 0007 2,272.91 073103 N 828.C0 0007-1 -2,272.91 073103 N 828.C0 DAO CORRECTING ENTRY 020 0041-1 -898.35 E.W. @ F.A.(+) 100803 N 0806.0 DAO CORRECTING ENTRY 0059-1 -5,212.91 070302 N 0210.1 DAO CORRECTING ENTRY 0061 898.35 100803 N PFE 0 0063 5,212.91 070302 N 59PFE0 031 0026 332.71 E.W. @ F.A.(+) 080903 Y 1640.0 0026-1 -332.71 080903 Y 1640.0 DAO CORRECTING ENTRY 0027 628.07 081403 N 1602.1 0027-1 -628.07 081403 N 1602.1 DAO CORRECTING ENTRY 0028 2,052.03 080904 Y 1641.3 0028-1 -2,052.03 080904 Y 1641.3 DAO CORRECTING ENTRY 043 0001 1,938.12 E.W. @ F.A.(+) 071604 N 1384.0 0001-1 -1,938.12 071604 N 1384.0 DAO CORRECTING ENTRY 046 0002 2,269.96 E.W. @ F.A.(+) 091604 N 1618.0 0002-1 -2,269.96 091604 N 1618.0 DAO CORRECTING ENTRY 054 0063 159.89 E.W. @ F.A.(+) 022603 N 836.C0 0063-1 -159.89 022603 N 836.C0 DAO CORRECTING ENTRY 0064 230.47 022703 N 837.C0 0064-1 -230.47 022703 N 837.C0 DAO CORRECTING ENTRY 057 0004 2,040.82 E.W. @ F.A.(+) 060303 N 646.C0 0004-1 -2,040.82 060303 N 646.C0 DAO CORRECTING ENTRY 0005 521.04 060303 N 571 0 0005-1 -521.04 060303 N 571 0 DAO CORRECTING ENTRY 067 0002-1 -50.42 E.W. @ F.A.(+) 022103 N 430.10 DAO CORRECTING ENTRY 0005 50.42 022103 N 2PFE 0 075 0002 1,761.53 E.W. @ F.A.(+) 052903 Y 1446.0 0002-1 -1,761.53 052903 Y 1446.0 DAO CORRECTING ENTRY 0003 488.11 053003 Y 1447.0 0003-1 -488.11 053003 Y 1447.0 DAO CORRECTING ENTRY 0006 491.28 071403 N 1802.0 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 03/29/06 EST. NO.42 TIME 09:28 AM R.E. NAME: MOUSSA, ELIAS 04-120614 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0006-1 -491.28 071403 N 1802.0 DAO CORRECTING ENTRY 0007 1,576.04 071503 N 1803.0 0007-1 -1,576.04 071503 N 1803.0 DAO CORRECTING ENTRY 0009 535.12 072203 N 1805.0 0009-1 -535.12 072203 N 1805.0 DAO CORRECTING ENTRY 0010 36.41 071503 Y 1803.1 0010-1 -36.41 071503 Y 1803.1 DAO CORRECTING ENTRY 0011 12.05 072203 N 1805.1 0011-1 -12.05 072203 N 1805.1 DAO CORRECTING ENTRY 0012 777.47 060503 Y 1449.3 0012-1 -777.47 060503 Y 1449.3 DAO CORRECTING ENTRY 078 0024 1,470.51 E.W. @ F.A.(+) 070804 N 1512.0 0024-1 -1,470.51 070804 N 1512.0 DAO CORRECTING ENTRY 0025 1,035.16 043004 N 1499.0 0025-1 -1,035.16 043004 N 1499.0 DAO CORRECTING ENTRY 0026 875.94 050304 N 1500.0 0026-1 -875.94 050304 N 1500.0 DAO CORRECTING ENTRY 0027 2,578.54 050704 N 1501.0 0027-1 -2,578.54 050704 N 1501.0 DAO CORRECTING ENTRY 0034 353.09 032103 N 908.A0 0034-1 -353.09 032103 N 908.A0 DAO CORRECTING ENTRY 081 0026 526.60 E.W. @ F.A.(+) 112603 N 0953.1 0026-1 -526.60 112603 N 0953.1 DAO CORRECTING ENTRY 0027 190.00 112503 N 952.C0 0027-1 -190.00 112503 N 952.C0 DAO CORRECTING ENTRY 088 0024 242.00 E.W. @ F.A.(+) 050404 N 1189.0 0024-1 -242.00 050404 N 1189.0 DAO CORRECTING ENTRY 0025 2,561.91 050604 N 1191.0 0025-1 -2,561.91 050604 N 1191.0 DAO CORRECTING ENTRY 0033-1 -1,006.98 060904 N 1205.0 DAO CORRECTING ENTRY 0053-1 -1,334.93 100603 Y 1603.0 DAO CORRECTING ENTRY 0056 903.21 020205 N 1670.0 0056-1 -903.21 020205 N 1670.0 DAO CORRECTING ENTRY 0058 2,306.18 110204 Y 1748.0 0058-1 -2,306.18 110204 Y 1748.0 DAO CORRECTING ENTRY 0059 1,006.98 060904 N 33PFE0 0060 1,334.93 100603 Y 53PFE0 090 0007 348.02 E.W. @ F.A.(+) 020205 N 1676.0 0007-1 -348.02 020205 N 1676.0 DAO CORRECTING ENTRY 0008 47.41 020205 N 1676.1 0008-1 -47.41 020205 N 1676.1 DAO CORRECTING ENTRY 091 0005-1 -2,341.74 E.W. @ F.A.(+) 060303 N 0646.1 DAO CORRECTING ENTRY 0010 2,341.74 060303 N 5FPE 0 099 0009 1,069.86 E.W. @ F.A.(+) 121404 N 1780.0 0009-1 -1,069.86 121404 N 1780.0 DAO CORRECTING ENTRY 0010 414.06 012805 N 1798.0 0010-1 -414.06 012805 N 1798.0 DAO CORRECTING ENTRY 0011 5,280.00 010705 N 1777.0 0011-1 -5,280.00 010705 N 1777.0 DAO CORRECTING ENTRY 0013 327.97 011105 N 1631C0 0013-1 -327.97 011105 N 1631C0 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 03/29/06 EST. NO.42 TIME 09:28 AM R.E. NAME: MOUSSA, ELIAS 04-120614 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 102 0160 467.50 E.W. @ F.A.(+) 061404 N 1386.0 0160-1 -467.50 061404 N 1386.0 DAO CORRECTING ENTRY 0185 271.04 020305 N 1672.1 0185-1 -271.04 020305 N 1672.1 DAO CORRECTING ENTRY 0187 590.56 071904 N 1575.1 0187-1 -590.56 071904 N 1575.1 DAO CORRECTING ENTRY 0189 1,850.28 050704 N 1160.0 0189-1 -1,850.28 050704 N 1160.0 DAO CORRECTING ENTRY 0193 1,805.54 020305 N 1672.0 0193-1 -1,805.54 020305 N 1672.0 DAO CORRECTING ENTRY 0195 1,048.99 020405 N 1673C0 0195-1 -1,048.99 020405 N 1673C0 DAO CORRECTING ENTRY 107 0010 385.68 E.W. @ F.A.(+) 110503 N 941.C0 0010-1 -385.68 110503 N 941.C0 DAO CORRECTING ENTRY 108 0024-1 -463.15 E.W. @ F.A.(+) 040704 N 1077.0 DAO CORRECTING ENTRY 0030-1 -941.73 040904 N 1126.0 DAO CORRECTING ENTRY 0032-1 -546.70 040904 N 1128.0 DAO CORRECTING ENTRY 0032-2 78.10 040904 N 1128.0 DAO CORRECTING ENTRY 0032-3 -78.10 040904 N 1128.0 DAO CORRECTING ENTRY 0048 892.65 031604 N 1045.1 0048-1 -892.65 031604 N 1045.1 DAO CORRECTING ENTRY 0049 2,698.63 031704 N 1046.1 0049-1 -2,698.63 031704 N 1046.1 DAO CORRECTING ENTRY 0050 4,833.86 031804 N 1047.2 0050-1 -4,833.86 031804 N 1047.2 DAO CORRECTING ENTRY 0051 3,034.24 031504 Y 1041.1 0051-1 -3,034.24 031504 Y 1041.1 DAO CORRECTING ENTRY 0052 393.50 031504 N 1044.1 0052-1 -393.50 031504 N 1044.1 DAO CORRECTING ENTRY 0053 206.27 061404 N 1234C0 0053-1 -206.27 061404 N 1234C0 DAO CORRECTING ENTRY 0054 463.14 040704 N 24 PF5 0055 941.73 040904 N 30PFE0 0056 546.70 040904 N 32PFE0 112 0014 941.73 E.W. @ F.A.(+) 040904 N 1128 0 0014-1 -941.73 040904 N 1128 0 DAO CORRECTING ENTRY 0015 78.10 040904 N 1126 0 0015-1 -78.10 040904 N 1126 0 DAO CORRECTING ENTRY 114 0006-1 -195.25 E.W. @ F.A.(+) 121203 N 0924.1 DAO CORRECTING ENTRY 0006-2 281.16 121203 N 0924.1 DAO CORRECTING ENTRY 0006-3 -281.16 121203 N 0924.1 DAO CORRECTING ENTRY 0009 195.25 121203 N 6 E 0 1 121 0008 1,743.62 E.W. @ F.A.(+) 012705 N 1 1.0 1 0008-1 -1,743.62 012705 N 1 1.0 DAO CORRECTING ENTRY 1 0009 1,682.87 013105 N 1 2.0 1 0009-1 -1,682.87 013105 N 1 2.0 DAO CORRECTING ENTRY 1 0010 225.70 012005 N 1 6.0 1 0010-1 -225.70 012005 N 1 6.0 DAO CORRECTING ENTRY 1 0011 1,656.24 012505 N 1 9.0 1 0011-1 -1,656.24 012505 N 1 9.0 DAO CORRECTING ENTRY 1 0012 1,656.57 012405 Y 1 0.0 11 PROGRAM CAS145 S C H E D U L E O F E X T R W O R K PAGE NO. 5 10 DATE 03/29/06 ST. NO.42 1 TIME 09:28 AM 0 R.E. NAME: MOUSSA, ELIAS 04-120614 0 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0012-1 -1,656.57 012405 Y 1810.0 DAO CORRECTING ENTRY 0014 13,343.97 A.C. @ L.S.(+) 051805 Y RE0011 125 0001-1 -2,178.32 E.W. @ F.A.(+) 012604 N 1012.0 DAO CORRECTING ENTRY 0002-1 -1,792.10 022304 N 1020.0 DAO CORRECTING ENTRY 0003-1 -74.69 011504 N 1030.0 DAO CORRECTING ENTRY 0005-1 -714.20 121803 N 1056.0 DAO CORRECTING ENTRY 0006-1 -310.93 010504 N 1188.0 DAO CORRECTING ENTRY 0009 11,616.00 090704 N 1566.0 0009-1 -11,616.00 090704 N 1566.0 DAO CORRECTING ENTRY 0010-2 1,010.76 090904 N 1570.0 DAO CORRECTING ENTRY 0010-3 -1,010.76 090904 N 1570.0 DAO CORRECTING ENTRY 0011 2,178.32 012604 N 1PFE 0 0012 1,792.10 022304 N 2FPE 0 0013 74.69 011504 N 3PFE 0 0014 714.20 121803 N 5PFE 0 0015 310.93 010504 N 6PFE 0 127 0003 1,760.00 E.W. @ F.A.(+) 021104 N 1026.0 0003-1 -1,760.00 021104 N 1026.0 DAO CORRECTING ENTRY 0036 1,834.62 021004 N 1052.1 0036-1 -1,834.62 021004 N 1052.1 DAO CORRECTING ENTRY 136 0001 581.18 E.W. @ F.A.(+) 041404 N 1102.0 0001-1 -581.18 041404 N 1102.0 DAO CORRECTING ENTRY 0002-1 -142.90 041304 N 1177.0 DAO CORRECTING ENTRY 0002-2 47.63 041304 N 1177.0 DAO CORRECTING ENTRY 0002-3 -47.63 041304 N 1177.0 DAO CORRECTING ENTRY 0004 353.87 051104 N 1190.0 0004-1 -353.87 051104 N 1190.0 DAO CORRECTING ENTRY 0009-1 -1,272.78 101104 N 1592.0 DAO CORRECTING ENTRY 0009-2 1,272.78 101104 N 1592.0 DAO CORRECTING ENTRY 0009-3 -1,272.78 101104 N 1592.0 DAO CORRECTING ENTRY 0009-4 1,158.16 101104 N 1592.0 DAO CORRECTING ENTRY 0009-5 -1,158.16 101104 N 1592.0 DAO CORRECTING ENTRY 0013 893.08 011205 N 0006C0 0013-1 -893.08 011205 N 0006C0 DAO CORRECTING ENTRY 0014 1,158.16 101104 N 1592C0 0014-1 -1,158.16 101104 N 1592C0 DAO CORRECTING ENTRY 0015 142.90 041304 N 2PFE 0 0016 1,272.78 101104 N 9PFE 0 137 0005-1 -1,600.72 E.W. @ F.A.(+) 040904 N 1495.0 DAO CORRECTING ENTRY 0005-2 1,495.10 040904 N 1495.0 DAO CORRECTING ENTRY 0005-3 -1,495.10 040904 N 1495.0 DAO CORRECTING ENTRY 0009 2,261.35 092704 N 1781.0 0009-1 -2,261.35 092704 N 1781.0 DAO CORRECTING ENTRY 0010 1,838.51 093004 N 1785.0 0010-1 -1,838.51 093004 N 1785.0 DAO CORRECTING ENTRY 0012 1,600.72 040904 N 5PFE 0 138 0004 958.43 E.W. @ F.A.(+) 010405 N 1632.0 0004-1 -958.43 010405 N 1632.0 DAO CORRECTING ENTRY 0005 2,319.09 011105 Y 1630C0 0005-1 -2,319.09 011105 Y 1630C0 DAO CORRECTING ENTRY 142 0003 2,477.22 E.W. @ F.A.(+) 011005 N 1793.0 1 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 6 0 DATE 03/29/06 EST. NO.42 TIME 09:28 AM 0 R.E. NAME: MOUSSA, ELIAS 04-120614 0 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0003-1 -2,477.22 011005 N 1793.0 DAO CORRECTING ENTRY 0004 677.10 012005 N 1797.0 0004-1 -677.10 012005 N 1797.0 DAO CORRECTING ENTRY 0005 1,313.94 010405 N 1790.1 0006 1,751.91 010505 N 1792 0 0007 2,477.22 010605 N 1788 0 0008 1,369.34 010305 N 1789 0 0008-1 -1,369.34 010305 N 1789 0 DAO CORRECTING ENTRY 146 0001 538.48 E.W. @ F.A.(+) 090704 N 1564.0 0001-1 -538.48 090704 N 1564.0 DAO CORRECTING ENTRY 0007 1,505.68 101304 N 1662.0 0007-1 -1,505.68 101304 N 1662.0 DAO CORRECTING ENTRY 0011 800.31 110804 N 1609.0 0011-1 -800.31 110804 N 1609.0 DAO CORRECTING ENTRY 0012 800.31 111604 N 1610.0 0012-1 -800.31 111604 N 1610.0 DAO CORRECTING ENTRY 0013 561.39 112304 N 1611.0 0013-1 -561.39 112304 N 1611.0 DAO CORRECTING ENTRY 0014 5,385.07 092104 N 1634.0 0014-1 -5,385.07 092104 N 1634.0 DAO CORRECTING ENTRY 152 0001 2,754.27 E.W. @ F.A.(+) 121304 N 1782.0 0001-1 -2,754.27 121304 N 1782.0 DAO CORRECTING ENTRY 0002 1,398.75 120904 N 1787.0 0002-1 -1,398.75 120904 N 1787.0 DAO CORRECTING ENTRY 0003 414.06 010305 N 1791.0 0003-1 -414.06 010305 N 1791.0 DAO CORRECTING ENTRY 0005 1,801.01 121004 N 1806.0 0005-1 -1,801.01 121004 N 1806.0 DAO CORRECTING ENTRY 0006 2,585.11 121504 N 1809.0 0006-1 -2,585.11 121504 N 1809.0 DAO CORRECTING ENTRY 0007 881.19 051305 N 1939.0 0007-1 -881.19 051305 N 1939.0 DAO CORRECTING ENTRY 0008 2,349.53 051705 N 1940.0 0008-1 -2,349.53 051705 N 1940.0 DAO CORRECTING ENTRY 0009 1,287.31 051805 N 1941.0 0009-1 -1,287.31 051805 N 1941.0 DAO CORRECTING ENTRY 0010 1,182.12 052305 N 1942.0 0010-1 -1,182.12 052305 N 1942.0 DAO CORRECTING ENTRY 0011 832.64 060605 N 1943.0 0011-1 -832.64 060605 N 1943.0 DAO CORRECTING ENTRY 170 0001 3,649,840.00 A.C. @ L.S.(+) 032806 N FINAL0 3,674,132.31 TOTAL THIS ESTIMATE 0 5,587,420.02 TOTAL PREVIOUS ESTIMATE 0 9,261,552.33 TOTAL TO DATE 1 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 0 DATE 03/29/06 EST. NO.42 TIME 09:28 AM 0 R.E. NAME: MOUSSA, ELIAS 04-120614 0 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 0 NON-SUBMIT ELECTRIAL -5,000.00 03 ELECTRICAL RECEIVED 5,000.00 04 RESTAKING CHARGES -5,400.00 07 DS11K NON COMPACT -40,000.00 08 RESTAKING CHARGES -5,400.00 08 DS11K NON COMPACT 40,000.00 09 RESTAKING CHARGES -2,000.00 09 RESTAKING CHARGE OCT -4,200.00 10 RESTAKINGCHARGENOV -10,000.00 11 RESTAKING CHARGE DEC 8,200.00 12 RESTAKING CHARGE JAN -1,800.00 12 CYLINDER#74 NON-COMP -600.00 14 RESTAKING CHARGE MAR -2,200.00 14 RESTAKING CHARGE APR -2,200.00 15 RESTAKING CHARGE MAY -1,800.00 16 RESTAKING CHARGE JUN -1,800.00 17 NON-MAINTAIN PLANTS -11,100.00 18 RESTAKING CHARGE JUL -2,000.00 18 RESTAKING CHARGE AUG -2,000.00 19 RESTAKING CHARGE SCP -2,400.00 20 RESTAKING PLANTS 11,100.00 20 RESTAKING CHARGE SEP -1,600.00 21 UNDERSDRAIN NON-COMP -20,000.00 21 RESTAKING CHARGE NOV -3,800.00 22 RESTAKING CHARGE DEC -400.00 23 UNDERDRAIN COMPLIED 20,000.00 27 RESTAKING CHARGE MAY -680.00 28 CLASS 3 AB FAILURE -1,690.00 29 OUT OF STATE INSPECT -5,000.00 29 OUT OF STATE INSPECT 5,000.00 30 OUT-OF-SPEC AB-3 -1,200.00 31 CLERICAL CORRECTION -3,415.27 42 -3,415.27 -48,385.27 0 EQUAL EMPLOYMENT OPPORTUNITY 0 MAHER SUBCONTRACT -14,612.79 30 0.00 -14,612.79 0 LABOR COMPLIANCE VIOLATION 0 MISSING PAYROLLS -10,000.00 03 PAYROLLS RECEIVED 10,000.00 04 MISSING PAYROLLS -10,000.00 09 MISSING PAYROLLS SEP 10,000.00 10 MISSING PAYROLLS OCT -10,000.00 10 MISSINGPAYROLLSOCT 10,000.00 11 PUMP REPAIR + OTHERS -10,000.00 25 PUMP REPAIR 7,800.00 26 1 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 0 DATE 03/29/06 EST. NO.42 TIME 09:28 AM 0 R.E. NAME: MOUSSA, ELIAS 04-120614 0 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- MISSING TRUCK PAYROL -10,000.00 32 MISSING TRUCK PAYROL -10,000.00 33 PUMP REPAIR RESOLVED 2,200.00 34 RECEIVE SOME TRK PRL 5,000.00 34 RECEIVE TRUCK PAYROL 10,000.00 34 TRUCK PAYROLL REC'D 5,000.00 35 0.00 0.00 TOTAL DEDUCTIONS -3,415.27 -62,998.06 1PROGRAM CAS145 PAGE DATE 03/29/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-12061 TIME 09:28 AM ESTIMATE NO. 4 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/0 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 03/29/0 LOCATION RERUN SEMI-FINAL ESTIMATE 04-NAP-29-11.6/13.5 ------------------------- R AND L BROSAMER, INC IN NAPA COUNTY IN NAPA ON ROUTE 29 P.O. BOX 238 FROM FIRST STREET OVERCROSSING TO ALAMO, CA 94507-0238 SIERRA AVENUE FED. AID NO. ACST-P029(89)E ,P-P029(89)E CONSTRUCT INTERCHANGE ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 01 CONSTRUCT RAILROAD TRACKS LS 850,000.0000 850,000.00 1.000 850,000.0 02 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.0 03 SURVEY OF EXISTING NON-HIGHWAY LS 75,000.0000 75,000.00 1.000 75,000.0 FACILITIES 04 VIBRATION MONITORING EA 100.0000 65,000.00 1,000.000 100,000.0 05 TEMPORARY MONITORING WELLS M 250.0000 47,500.00 183.500 45,875.0 06 TEMPORARY DECKING LS 3,000.0000 3,000.00 0.000 0.0 07 PROGRESS SCHEDULE (CRITICAL PATH) LS 50,000.0000 50,000.00 1.000 50,000.0 08 TIME-RELATED OVERHEAD WDAY 500.0000 455,000.00 659.010 329,505.0 09 TEMPORARY FENCE (TYPE CL-1.8) M 15.0000 19,500.00 1,949.020 29,235.3 10 4.3 M TEMPORARY GATE (TYPE CL-1.8) EA 1,000.0000 2,000.00 2.000 2,000.0 11 300 MM TEMPORARY CULVERT M 100.0000 15,400.00 108.300 10,830.0 12 300 MM TEMPORARY AFES EA 300.0000 900.00 0.000 0.0 13 JACKED 300 MM TEMPORARY CULVERT M 1,200.0000 15,600.00 0.000 0.0 14 450 MM TEMPORARY CULVERT M 300.0000 900.00 0.000 0.0 15 900 MM TEMPORARY CULVERT M 500.0000 17,500.00 0.000 0.0 16 1350 MM TEMPORARY CULVERT M 600.0000 72,000.00 134.200 80,520.0 17 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.0 18 NON-STORM WATER DISCHARGE LS 1000,000.0000 1,000,000.00 1.000 1,000,000.0 19 HEALTH AND SAFETY PLAN LS 10,000.0000 10,000.00 1.000 10,000.0 (HAZARDOUS MATERIAL) 20 PREPARE STORM WATER POLLUTION LS 3,150.0000 3,150.00 1.000 3,150.0 PREVENTION PLAN 21 WATER POLLUTION CONTROL LS 125,000.0000 125,000.00 1.000 125,000.0 S) 22 TEMPORARY COVER LS 10,000.0000 10,000.00 1.000 10,000.0 S) 1PROGRAM CAS145 PAGE DATE 03/29/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-12061 TIME 09:28 AM ESTIMATE NO. 4 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/0 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 03/29/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 23 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 16,000.00 58.000 23,200.0 S) 24 TEMPORARY CONCRETE WASHOUT FACILITY LS 10,000.0000 10,000.00 1.000 10,000.0 25 TEMPORARY FENCE (TYPE ESA) M 15.0000 4,050.00 234.000 3,510.0 S) 26 TEMPORARY ENTRANCE/EXIT LS 25,000.0000 25,000.00 1.000 25,000.0 27 TEMPORARY EROSION CONTROL M2 0.6000 60,000.00 49,416.000 29,649.6 S) 28 TEMPORARY SILT FENCE M 20.0000 6,000.00 300.000 6,000.0 S) 29 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 1.000 25,000.0 S) 30 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 1.000 200,000.0 S) 31 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 30,000.00 3.000 30,000.0 S) 32 TEMPORARY RAILING (TYPE K) M 30.0000 322,500.00 11,297.256 338,917.6 S) 33 TEMPORARY CRASH CUSHION MODULE EA 300.0000 75,000.00 322.000 96,600.0 S) 34 ABANDON REINFORCED CONCRETE BOX EA 3,000.0000 3,000.00 1.000 3,000.0 35 ABANDON CULVERT EA 2,000.0000 6,000.00 1.000 2,000.0 36 ABANDON INLET EA 1,000.0000 3,000.00 2.000 2,000.0 37 OBLITERATE SURFACING M2 2.0000 22,600.00 11,300.000 22,600.0 38 REMOVE CHAIN LINK FENCE M 20.0000 26,400.00 1,633.019 32,660.3 39 RECONSTRUCT STEEL GATE LS 1,500.0000 1,500.00 1.000 1,500.0 40 REMOVE METAL BEAM GUARD RAILING M 40.0000 8,000.00 194.274 7,770.9 41 REMOVE FLARED END SECTION EA 400.0000 400.00 1.000 400.0 42 REMOVE PAINTED TRAFFIC STRIPE M 3.0000 12,750.00 11,677.996 35,033.9 43 REMOVE PAVEMENT MARKING M2 50.0000 6,000.00 129.434 6,471.7 44 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 690.00 1,044.068 3,132.2 45 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 10.0000 10,500.00 1.220 12.2 STRIPE 46 REMOVE PAVEMENT MARKER EA 3.0000 1,470.00 1,433.000 4,299.0 47 REMOVE ASPHALT CONCRETE DIKE M 6.0000 780.00 130.000 780.0 48 REMOVE CULVERT M 100.0000 53,000.00 563.360 56,336.0 49 REMOVE INLET EA 1,000.0000 9,000.00 9.000 9,000.0 1PROGRAM CAS145 PAGE DATE 03/29/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-12061 TIME 09:28 AM ESTIMATE NO. 4 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/0 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 03/29/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 50 REMOVE HEADWALL EA 1,000.0000 5,000.00 4.000 4,000.0 51 REMOVE MANHOLE EA 1,000.0000 5,000.00 5.000 5,000.0 52 REMOVE BASE AND SURFACING M3 30.0000 4,800.00 49.586 1,487.5 53 SALVAGE SINGLE THRIE BEAM BARRIER M 15.0000 10,500.00 825.720 12,385.8 54 SALVAGE DOUBLE THRIE BEAM BARRIER M 20.0000 12,200.00 497.570 9,951.4 55 SALVAGE ROADSIDE SIGN EA 100.0000 5,000.00 50.000 5,000.0 56 RECONSTRUCT CHAIN LINK FENCE M 40.0000 11,120.00 278.000 11,120.0 57 RELOCATE ROADSIDE SIGN EA 150.0000 450.00 1.000 150.0 58 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 33,250.00 6,565.290 32,826.4 S) (45 MM MAXIMUM) 59 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 12.0000 6,480.00 540.000 6,480.0 S) (60 MM MAXIMUM) 60 REMOVE CONCRETE PAVEMENT M3 125.0000 11,250.00 30.805 3,850.6 61 REMOVE CONCRETE SIDEWALK AND DRIVEWAY M3 125.0000 9,500.00 75.600 9,450.0 62 REMOVE CONCRETE (CURB AND GUTTER) M3 150.0000 1,650.00 10.598 1,589.7 63 REMOVE CONCRETE ISLAND (PORTIONS) M3 150.0000 16,500.00 102.050 15,307.5 64 REMOVE CONCRETE (CURB, GUTTER, AND M3 150.0000 27,000.00 161.092 24,163.8 SIDEWALK) 65 REMOVE SOUND WALL LS 8,000.0000 8,000.00 1.000 8,000.0 66 CLEARING AND GRUBBING LS 49,500.0000 49,500.00 1.000 49,500.0 67 DEVELOP WATER SUPPLY LS 27,000.0000 27,000.00 1.000 27,000.0 68 ROADWAY EXCAVATION M3 10.0000 4,110,000.00 3,500.000 35,000.00 439,165.930 4,391,659.3 69 ROADWAY EXCAVATION (TYPE Y) M3 25.0000 225,000.00 8,996.415 224,910.3 (AERIALLY DEPOSITED LEAD) 70 ROADWAY EXCAVATION (TYPE R) M3 75.0000 101,250.00 8,510.000 638,250.0 71 STRUCTURE EXCAVATION, INVERTED SIPHON M3 100.0000 222,000.00 2,220.000 222,000.0 F) 72 STRUCTURE EXCAVATION (TYPE D) M3 400.0000 1,268,000.00 3,209.000 1,283,600.0 F) 73 STRUCTURE EXCAVATION (PUMPING PLANT) M3 130.0000 591,500.00 4,580.000 595,400.0 F) 74 STRUCTURE EXCAVATION, RETAINING WALL M3 75.0000 436,875.00 6,036.000 452,700.0 F) (TYPE D) 75 STRUCTURE BACKFILL M3 40.0000 72,000.00 1,838.000 73,520.0 F) (PUMPING PLANT) (TYPE A) 76 STRUCTURE BACKFILL, INVERTED SIPHON M3 40.0000 38,000.00 950.000 38,000.0 F) 1PROGRAM CAS145 PAGE DATE 03/29/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-12061 TIME 09:28 AM ESTIMATE NO. 4 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/0 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 03/29/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 77 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 209,000.00 2,129.000 212,900.0 F) 78 STRUCTURE BACKFILL (RETAINING WALL) M3 50.0000 350,000.00 7,112.000 355,600.0 F) 79 SAND BACKFILL M3 200.0000 5,400.00 0.000 0.0 80 DITCH EXCAVATION M3 15.0000 7,500.00 283.410 4,251.1 81 SUBGRADE ENHANCEMENT FABRIC M2 3.0000 21,720.00 22,721.466 68,164.4 82 EROSION CONTROL (BLANKET) M2 5.0000 25,050.00 5,039.350 25,196.7 S) 83 MOVE IN/MOVE OUT (EROSION CONTROL) EA 1,000.0000 6,000.00 4.000 4,000.0 S) 84 MOVE IN/MOVE OUT EA 1,000.0000 6,000.00 6.000 6,000.0 F) (TEMPORARY EROSION CONTROL) 85 STRAW (EROSION CONTROL) TONN 400.0000 18,000.00 81.472 32,588.8 S) 86 FIBER (EROSION CONTROL) KG 1.0000 7,170.00 12,757.374 12,757.3 S) 87 FIBER ROLLS M 15.0000 77,550.00 6,974.680 104,620.2 S) 88 COMPOST (EROSION CONTROL) KG 0.7500 15,525.00 35,853.360 26,890.0 S) 89 PURE LIVE SEED - TYPE 1 KG 50.0000 16,500.00 482.996 24,149.8 S) (EROSION CONTROL) 90 PURE LIVE SEED - TYPE 2 KG 75.0000 6,525.00 92.300 6,922.5 S) (EROSION CONTROL) 91 PURE LIVE SEED - TYPE 3 KG 75.0000 1,050.00 12.870 965.2 S) (EROSION CONTROL) 92 PURE LIVE SEED - TYPE 4 KG 75.0000 12,750.00 366.910 27,518.2 S) (EROSION CONTROL) 93 PURE LIVE SEED - TYPE 5 KG 75.0000 6,825.00 84.000 6,300.0 S) (EROSION CONTROL) 94 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 6,320.00 2,814.410 11,257.6 S) 95 INITIAL SITE WORK LS 6,000.0000 6,000.00 1.000 6,000.0 S) 96 MAINTAIN EXISTING PLANTING LS 100,000.0000 100,000.00 1.000 100,000.0 S) 97 WATER METER EA 5,000.0000 10,000.00 2.000 10,000.0 S) 98 150 MM PLASTIC PIPE SCH 40 SUPPLY LINE M 40.0000 3,160.00 79.000 3,160.0 99 200 MM CORRUGATED HIGH DENSITY M 80.0000 12,000.00 143.050 11,444.0 S) POLYETHYLENE PIPE CONDUIT 00 CLASS 4 AGGREGATE SUBBASE M3 40.0000 432,000.00 12,760.967 510,438.6 01 CLASS 2 AGGREGATE BASE M3 65.0000 29,575.00 951.458 61,844.7 02 CLASS 3 AGGREGATE BASE M3 50.0000 845,000.00 14,998.528 749,926.4 03 ASPHALT TREATED PERMEABLE BASE M3 90.0000 367,200.00 3,931.215 353,809.3 1PROGRAM CAS145 PAGE DATE 03/29/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-12061 TIME 09:28 AM ESTIMATE NO. 4 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/0 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 03/29/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 04 ASPHALTIC EMULSION TONN 400.0000 2,160.00 27.759 11,103.6 05 ASPHALT CONCRETE TONN 56.0000 2,100,000.00 37,050.400 2,074,822.4 06 ASPHALT CONCRETE (OPEN GRADED) TONN 55.0000 166,650.00 2,577.600 141,768.0 07 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 10.0000 14,800.00 854.560 8,545.6 AREA) 08 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.0000 12,760.00 2,795.700 11,182.8 09 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 3,760.00 909.800 3,639.2 10 FURNISH PILING (CLASS 900C) M 50.0000 152,100.00 5,291.620 264,581.0 11 DRIVE PILE (CLASS 900C) EA 1,000.0000 220,000.00 349.000 349,000.0 S) 12 FURNISH PILING (CLASS 625C) M 40.0000 79,800.00 246.377 9,855.0 13 DRIVE PILE (CLASS 625C) EA 1,000.0000 153,000.00 24.000 24,000.0 S) 14 FURNISH PILING (CLASS 400C) M 40.0000 371,400.00 9,211.391 368,455.6 15 DRIVE PILE (CLASS 400C) EA 800.0000 770,400.00 962.000 769,600.0 S) 16 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 200.0000 374,200.00 1,440.382 288,076.4 S) PILING (SOUND WALL) 17 PRESTRESSING CAST-IN-PLACE CONCRETE LS 200,000.0000 200,000.00 1.000 200,000.0 S) 18 TIEDOWN ANCHOR EA 3,000.0000 150,000.00 50.000 150,000.0 S) 19 SEAL COURSE CONCRETE M3 300.0000 192,000.00 622.000 186,600.0 20 STRUCTURAL CONCRETE, BOX CULVERT M3 1,000.0000 180,000.00 180.000 180,000.0 21 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 226,800.00 583.500 233,400.0 F) 22 STRUCTURAL CONCRETE, INVERTED SIPHON M3 400.0000 248,000.00 620.000 248,000.0 F) 23 STRUCTURAL CONCRETE, BRIDGE M3 500.0000 1,465,000.00 2,930.861 1,465,430.5 F) 24 STRUCTURAL CONCRETE, RETAINING WALL M3 380.0000 1,011,940.00 2,722.000 1,034,360.0 F) 25 STRUCTURE CONCRETE (PUMPING PLANT) M3 450.0000 405,000.00 890.780 400,851.0 F) 26 STRUCTURAL CONCRETE, APPROACH SLAB M3 400.0000 6,800.00 17.000 6,800.0 F) (TYPE RAILROAD) 27 STRUCTURAL CONCRETE, APPROACH SLAB M3 400.0000 62,000.00 155.000 62,000.0 F) (TYPE N) 28 CLASS 3 CONCRETE M3 300.0000 42,000.00 0.000 0.0 29 MINOR CONCRETE (BROOM FINISH) M2 45.0000 104,850.00 2,193.090 98,689.0 30 MINOR CONCRETE (MINOR STRUCTURE) M3 500.0000 505,000.00 736.112 368,056.0 F) 1PROGRAM CAS145 PAGE DATE 03/29/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-12061 TIME 09:28 AM ESTIMATE NO. 4 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/0 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 03/29/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 31 MINOR CONCRETE (BACKFILL) M3 105.0000 267,750.00 1,984.150 208,335.7 32 ARCHITECTUAL TREATMENT M2 90.0000 25,200.00 280.000 25,200.0 F) (CHISELED LIMESTONE) 33 ARCHITECTUAL TREATMENT M2 100.0000 81,500.00 815.000 81,500.0 F) (FRACTURED RIB/GRAPEVINE PATTERN) 34 FRACTURED RIB TEXTURE M2 50.0000 38,000.00 833.000 41,650.0 F) 35 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 125.0000 156,875.00 1,268.440 158,555.0 SF) 36 SOUND WALL (MASONRY BLOCK) M2 125.0000 245,000.00 1,985.600 248,200.0 SF) 37 MASONRY BLOCK VENEER M2 75.0000 23,250.00 310.000 23,250.0 S) 38 JOINT SEAL ASSEMBLY (MR 60 MM) M 300.0000 3,000.00 10.000 3,000.0 S) 39 JOINT SEAL (MR 40 MM) M 200.0000 13,200.00 66.000 13,200.0 S) 40 BAR REINFORCING STEEL KG 1.5000 27,300.00 18,200.000 27,300.0 F) 41 BAR REINFORCING STEEL, KG 1.5000 84,300.00 56,200.000 84,300.0 SF)INVERTED SIPHON 42 BAR REINFORCING STEEL (BRIDGE) KG 1.5000 850,050.00 573,019.800 859,529.7 SF) 43 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5000 352,050.00 236,795.000 355,192.5 SF) 44 BAR REINFORCING STEEL (BOX CULVERT) KG 2.0000 360.00 0.000 0.0 45 BAR REINFORCING STEEL (PUMPING PLANT) KG 1.5000 142,950.00 93,355.000 140,032.5 SF) 46 WATERPROOFING AND COVER M2 35.0000 46,970.00 1,342.000 46,970.0 SF) 47 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 57,050.00 12,850.000 64,250.0 F) 48 INSTALL SIGN STRUCTURE (TRUSS) KG 0.7500 8,557.50 12,850.000 9,637.5 SF) 49 760 MM CAST-IN-DRILLED-HOLE M 1,200.0000 14,400.00 13.500 16,200.0 CONCRETE PILE (SIGN FOUNDATION) 50 920 MM CAST-IN-DRILLED-HOLE M 1,600.0000 8,000.00 11.000 17,600.0 CONCRETE PILE (SIGN FOUNDATION) 51 ROADSIDE SIGN - ONE POST EA 225.0000 11,025.00 41.000 9,225.0 52 ROADSIDE SIGN - TWO POST EA 500.0000 6,500.00 10.000 5,000.0 53 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 900.00 6.000 900.0 METHOD) 54 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 150.0000 423,000.00 2,812.300 421,845.0 55 600 MM ALTERNATIVE PIPE CULVERT M 175.0000 63,000.00 402.000 70,350.0 56 900 MM ALTERNATIVE PIPE CULVERT M 225.0000 1,125.00 5.000 1,125.0 57 1050 MM ALTERNATIVE PIPE CULVERT M 900.0000 1,881,000.00 2,040.610 1,836,549.0 1PROGRAM CAS145 PAGE DATE 03/29/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-12061 TIME 09:28 AM ESTIMATE NO. 4 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/0 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 03/29/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 58 1500 MM ALTERNATIVE PIPE CULVERT M 300.0000 28,800.00 96.000 28,800.0 59 300 MM REINFORCED CONCRETE PIPE M 150.0000 900.00 6.000 900.0 60 375 MM REINFORCED CONCRETE PIPE M 150.0000 45,000.00 297.479 44,621.8 61 450 MM REINFORCED CONCRETE PIPE M 175.0000 15,750.00 227.000 39,725.0 62 600 MM REINFORCED CONCRETE PIPE M 240.0000 26,400.00 107.000 25,680.0 63 750 MM REINFORCED CONCRETE PIPE M 275.0000 25,300.00 83.630 22,998.2 64 300 MM CORRUGATED STEEL PIPE M 300.0000 300.00 0.000 0.0 65 450 MM CORRUGATED STEEL PIPE M 175.0000 10,850.00 67.200 11,760.0 66 450 MM CORRUGATED STEEL PIPE WITH MEC M 200.0000 2,400.00 0.000 0.0 67 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.0 68 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.0 69 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.0 70 80 MM PLASTIC PIPE (EDGE DRAIN) M 15.0000 73,500.00 4,888.000 73,320.0 71 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.0 72 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.0 73 FILTER FABRIC M2 0.8000 87,200.00 83,436.230 66,748.9 74 CLASS 3 PERMEABLE MATERIAL M3 50.0000 815,000.00 16,234.639 811,731.9 75 200 MM ALTERNATIVE PIPE UNDERDRAIN M 60.0000 320,760.00 5,141.000 308,460.0 76 WELDED STEEL PIPE CASING (BRIDGE) M 175.0000 8,225.00 23.500 4,112.5 77 300 MM WELDED STEEL PIPE (3.40 MM THICK) M 400.0000 2,400.00 6.950 2,780.0 78 450 MM WELDED STEEL PIPE (3.40 MM THICK) M 100.0000 18,000.00 172.800 17,280.0 79 450 MM STEEL SPIRAL RIB PIPE M 300.0000 3,300.00 11.000 3,300.0 (2 MM THICK) 80 1350 MM TEMPORARY WSP M 1,000.0000 17,000.00 0.000 0.0 81 1500 MM WELDED STEEL PIPE M 1,000.0000 30,000.00 0.000 0.0 (9.53 MM THICK) 82 1800 MM WELDED STEEL PIPE M 2,000.0000 460,000.00 230.000 460,000.0 (6.35 MM THICK) 83 450 MM ALTERNATIVE FLARED END SECTION EA 250.0000 500.00 2.000 500.0 84 1800 MM AUTOMATIC DRAINAGE GATE EA 10,000.0000 20,000.00 2.000 20,000.0 1PROGRAM CAS145 PAGE DATE 03/29/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-12061 TIME 09:28 AM ESTIMATE NO. 4 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/0 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 03/29/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 85 1800 MM SLIDE HEADGATE EA 10,000.0000 20,000.00 2.000 20,000.0 86 600 MM KNIFE GATE VALVE EA 5,000.0000 20,000.00 4.000 20,000.0 87 900 MM REINFORCED CONCRETE PIPE RISER M 500.0000 31,000.00 58.500 29,250.0 88 CITY MANHOLE EA 2,500.0000 15,000.00 8.000 20,000.0 89 DRAINAGE PULL BOX EA 500.0000 2,500.00 8.000 4,000.0 90 SLOPE PAVING (CONCRETE) M3 350.0000 24,500.00 70.000 24,500.0 91 MINOR CONCRETE (MISCELLANEOUS M3 750.0000 52,500.00 504.888 378,666.0 CONSTRUCTION) 92 MINOR CONCRETE (GUTTER) M 80.0000 31,600.00 427.000 34,160.0 F) 93 MINOR CONCRETE (TEXTURED PAVING) M2 50.0000 4,750.00 64.700 3,235.0 94 DRAINAGE PUMPING EQUIPMENT LS 250,000.0000 250,000.00 1.000 250,000.0 S) 95 PUMPING PLANT ELECTRICAL EQUIPMENT LS 50,000.0000 50,000.00 1.000 50,000.0 S) 96 MISCELLANEOUS IRON AND STEEL KG 2.5000 80,000.00 31,000.000 77,500.0 F) 97 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 30,300.00 5,050.000 30,300.0 SF) 98 PUMPING PLANT METAL WORK KG 10.0000 56,000.00 5,600.000 56,000.0 SF) 99 INVERTED SIPHON METAL WORK KG 10.0000 150,000.00 15,000.000 150,000.0 SF) 00 CHAIN LINK FENCE (TYPE CL-1.8) M 30.0000 12,000.00 409.500 12,285.0 01 INSTALL TEMPORARY GATE LS 1,000.0000 1,000.00 0.000 0.0 02 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 400.0000 800.00 0.000 0.0 03 4.3 M CHAIN LINK GATE (TYPE CL-1.8) EA 600.0000 1,200.00 2.000 1,200.0 04 DELINEATOR (CLASS 1) EA 30.0000 1,500.00 40.000 1,200.0 05 OBJECT MARKER (TYPE K-1) EA 35.0000 35.00 2.000 70.0 06 METAL BEAM GUARD RAILING (WOOD POST) M 75.0000 27,750.00 564.000 42,300.0 S) 07 CHAIN LINK RAILING (TYPE 7) M 100.0000 68,200.00 676.000 67,600.0 SF) 08 CHAIN LINK RAILING (TYPE 7L) M 100.0000 27,200.00 272.000 27,200.0 SF) 09 TUBULAR HANDRAILING M 150.0000 2,850.00 19.000 2,850.0 SF) 10 CONCRETE BARRIER (TYPE 25 MODIFIED) M 125.0000 37,000.00 296.000 37,000.0 SF) 11 CONCRETE BARRIER (TYPE 26 MODIFIED) M 175.0000 25,725.00 147.000 25,725.0 SF) 1PROGRAM CAS145 PAGE DATE 03/29/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-12061 TIME 09:28 AM ESTIMATE NO. 4 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/0 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 03/29/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 12 CONCRETE BARRIER (TYPE 27A) M 130.0000 39,000.00 300.000 39,000.0 F) 13 CONCRETE BARRIER (TYPE 27SV MODIFIED) M 150.0000 47,700.00 318.000 47,700.0 F) 14 SINGLE THRIE BEAM BARRIER (WOOD POST) M 50.0000 36,000.00 0.200 10.00 711.700 35,585.0 S) 15 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 60.0000 79,200.00 1,189.200 71,352.0 S) 16 CABLE RAILING M 45.0000 18,990.00 523.000 23,535.0 SF) 17 RETURN SECTION (THRIE BEAM BARRIER) EA 120.0000 240.00 1.000 120.0 S) 18 TERMINAL SECTION (TYPE C) EA 120.0000 840.00 2.000 240.0 S) 19 TERMINAL SYSTEM (TYPE ET) EA 300.0000 300.00 1.000 300.0 20 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 14,000.00 5.000 10,000.0 21 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 300.0000 900.00 4.000 1,200.0 S) 22 CRASH CUSHION MODULE, SAND FILLED EA 325.0000 13,650.00 42.000 13,650.0 23 CONCRETE BARRIER (TYPE 60D) M 110.0000 73,700.00 711.500 78,265.0 24 CONCRETE BARRIER (TYPE 60D MODIFIED) M 150.0000 30,300.00 202.000 30,300.0 F) 25 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 21,350.00 496.210 17,367.3 S) 26 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 11,600.00 11,780.720 11,780.7 S) 27 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 360.00 132.600 265.2 S) 28 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 780.00 394.000 788.0 S) (BROKEN 2.44 M - 1.22 M) 29 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 4,075.00 1,911.080 4,777.7 S) 30 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 1,150.00 92.700 231.7 S) (BROKEN 3.66 M - 0.92 M) 31 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 270.00 696.410 696.4 S) (BROKEN 1.83 M - 0.30 M) 32 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,430.00 1,086.530 1,086.5 S) (BROKEN 5.18 M - 2.14 M) 33 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 6,600.00 34,197.388 17,098.6 S) 34 PAINT PAVEMENT MARKING (2-COAT) M2 20.0000 6,400.00 695.636 13,912.7 S) 35 PAVEMENT MARKER EA 1.5000 1,800.00 1,523.000 2,284.5 S) (NON-REFLECTIVE TYPE A) 36 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 8.0000 160.00 8.000 64.0 S) TYPE C) 37 PAVEMENT MARKER EA 8.0000 2,720.00 702.000 5,616.0 S) (RETRORELECTIVE SPECIAL TYPE D) 38 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 8.0000 8,960.00 1,607.000 12,856.0 S) TYPE G) 1PROGRAM CAS145 PAGE 1 DATE 03/29/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-12061 TIME 09:28 AM ESTIMATE NO. 4 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/0 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 03/29/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 39 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 8.0000 5,680.00 909.000 7,272.0 S) TYPE H) 40 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 200,000.0000 200,000.00 1.000 200,000.0 S) 41 SIGNAL AND LIGHTING (LOCATION 1) LS 75,000.0000 75,000.00 1.000 75,000.0 S) 42 SIGNAL AND LIGHTING (LOCATION 2) LS 75,000.0000 75,000.00 1.000 75,000.0 S) 43 SIGNAL AND LIGHTING (LOCATION 3) LS 75,000.0000 75,000.00 1.000 75,000.0 S) 44 SIGNAL AND LIGHTING (LOCATION 4) LS 75,000.0000 75,000.00 1.000 75,000.0 S) 45 LIGHTING (CITY STREET) LS 75,000.0000 75,000.00 1.000 75,000.0 S) 46 LIGHTING (POC) LS 50,000.0000 50,000.00 1.000 50,000.0 S) 47 LIGHTING AND SIGN ILLUMINATION LS 100,000.0000 100,000.00 1.000 100,000.0 S) 48 TRAFFIC OPERATIONS SYSTEM LS 200,000.0000 200,000.00 1.000 200,000.0 S) 49 305 MM DIP WATER MAIN INSIDE BRIDGE M 200.0000 11,800.00 52.770 10,554.0 50 305 MM DIP WATER MAIN - BURIED M 300.0000 19,800.00 63.007 18,902.1 51 305 MM BUTTERFLY VALVE EA 1,500.0000 3,000.00 2.000 3,000.0 52 305 MM FLEXIBLE EXPANSION JOINT EA 2,000.0000 4,000.00 2.000 4,000.0 53 TIE-IN TO EXISTING 305 MM WATER MAIN EA 2,500.0000 5,000.00 2.000 5,000.0 54 203 MM DIP WATER MAIN (BURIED) M 200.0000 84,000.00 452.071 90,414.2 55 FIRE HYDRANT EA 1,500.0000 4,500.00 3.000 4,500.0 56 WATER SERVICES EA 3,000.0000 6,000.00 10.000 30,000.0 57 TIE-IN TO EXISTING 203 MM WATER MAIN EA 1,500.0000 6,000.00 4.000 6,000.0 58 TRASH RACK EA 500.0000 1,000.00 2.000 1,000.0 59 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.0 60 ELECTRONIC MOBILE DAILY DIARY COMPUTER LS 15,000.0000 15,000.00 1.000 15,000.0 SYSTEM DATA DELIVERY 61 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.0 62 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 60.0000 26,100.00 445.040 26,702.4 63 1050 MM REINFORCED CONCRETE PIPE M 5,000.0000 130,000.00 0.000 0.0 (JACKED) 64 TEMPORARY FENCE (TYPE CL-2.4) M 15.0000 2,100.00 134.000 2,010.0 WITH CONCRETE FOOTING FOR POSTS 1PROGRAM CAS145 PAGE 1 DATE 03/29/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-12061 TIME 09:28 AM ESTIMATE NO. 4 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/0 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 03/29/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 35,010.00 33,214,896.9 0 ADJUSTMENT OF COMPENSATION 3,663,183.97 6,120,853.2 0 EXTRA WORK 10,948.34 3,140,699.1 0 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,709,142.31 42,476,449.2 065 MOBILIZATION LS 3450,000.0000 3,450,000.00 1.000 3,450,000.0 0 ORIGINAL CONTRACT AMOUNT 35,907,917.50 0 TOTAL WORK COMPLETED 3,709,142.31 45,926,449.2 0 MATERIALS ON HAND ON SITE 0.0 0 MATERIALS ON HAND ELSEWHERE 0.0 0 DEDUCTIONS -3,415.27 -62,998.0 0 TOTAL 3,705,727.04 45,863,451.1 0 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE 0 N O N E 0DATE 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 0 01/22/02 910 02/06/02 02/06/02 06/15/05 674 170 -250 5 100% 100% 0 MOUSSA, ELIAS RESIDENT ENGINEER 1 PROGRAM CAS145 PAGE 1 DATE 03/29/06