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 01/20/07 EST. NO.24 TIME 09:28 AM R.E. NAME: SAMUEL WANG 04-4396U4 --------------------------------------------------------------------------- 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 0541 177.13 E.W. @ F.A.(+) 073106 N 1410.0 0542 229.23 070706 N 1411.0 0571 177.13 082506 N 1512.0 0572 229.64 082606 N 1513.0 0588 177.13 092806 N 1572.0 0589 177.13 092906 N 1576.0 0590 210.54 081506 N 1581.0 0591 229.64 092906 N 1583.0 0592 229.64 100106 N 1589.0 0593 177.13 100206 N 1590.0 0594 177.13 100306 N 1599.0 0595 355.74 100306 N 1602.0 0596 297.16 100406 N 1603.0 0597 177.13 100406 N 1604.0 0598 241.95 100406 N 1605.0 0599 177.13 100506 N 1610.0 0600 227.87 100606 N 1614.0 0601 177.13 100606 N 1615.0 0602 329.14 100706 N 1616.0 0603 229.64 100706 N 1620.0 0604 229.64 100806 N 1622.0 0605 167.94 100906 N 1626.0 0606 167.94 101006 N 1628.0 0607 167.94 101106 N 1631.0 0608 167.94 101206 N 1637.0 0609 167.94 101306 N 1638.0 0610 394.76 101306 N 1641.0 0611 222.78 101406 N 1643.0 0612 229.64 101506 N 1644.0 0613 177.13 101606 N 1647.0 0614 177.13 101706 N 1650.0 0615 177.13 101806 N 1652.0 0616 177.13 101906 N 1654.0 0619 177.13 102006 N 1657.0 0620 229.64 102106 N 1662.0 0621 229.64 102206 N 1665.0 0622 177.13 102306 N 1669.0 0623 210.54 102406 N 1671.0 0624 157.90 102406 N 1674.0 0625 205.71 111405 N 1677.0 0626 264.74 111505 N 1678.0 0627 144.53 111605 N 1679.0 0628 177.13 102406 N 1680.0 0629 177.13 102506 N 1681.0 0630 100.41 102506 N 1682.0 0631 177.13 102606 N 1687.0 0632 177.13 102706 N 1688.0 0633 229.64 102806 N 1695.0 0634 229.64 102906 N 1696.0 0635 177.13 103006 N 1697.0 0636 216.03 103006 N 1706.0 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 01/20/07 EST. NO.24 TIME 09:28 AM R.E. NAME: SAMUEL WANG 04-4396U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0638 177.13 110106 N 1714.0 0639 210.54 110106 N 1718.0 0640 216.03 110206 N 1719.0 0641 177.13 110206 N 1721.0 0642 177.13 110306 N 1728.0 0643 229.64 110406 N 1730.0 0644 177.13 110606 N 1734.0 0645 210.54 110706 N 1736.0 0646 177.13 110706 N 1737.0 0647 177.13 110806 N 1740.0 0648 177.13 111006 N 1749.0 0649 229.64 110506 N 1750.0 0650 229.64 111106 N 1752.0 0651 229.64 111206 N 1753.0 0652 177.13 111306 N 1754.0 0653 177.13 111406 N 1760.0 0654 233.87 111506 N 1761.0 0655 52.64 111506 N 1764.0 0656 177.13 111506 N 1765.0 0657 279.84 111506 N 1766.0 0658 177.13 111606 N 1767.0 0660 177.13 111706 N 1771.0 0663 177.13 112806 N 1802.0 0664 177.13 112906 N 1805.0 0665 177.13 113006 N 1807.0 0666 210.54 113006 N 1808.0 0667 177.13 110906 N 1777.0 0668 346.47 111806 N 1778.0 0669 237.09 111806 N 1779.0 0670 114.82 111906 N 1781.0 0671 177.13 112006 N 1783.0 0672 352.36 112006 N 1785.0 0673 245.19 112006 N 1786.0 0674 177.13 112106 N 1788.0 0675 210.54 112106 N 1789.0 0676 177.13 112206 N 1791.0 0677 210.54 112206 N 1792.0 0678 407.19 112306 N 1796.0 0679 407.19 112406 N 1797.0 0680 407.19 112506 N 1798.0 0681 407.19 112606 N 1799.0 0682 177.13 112706 N 1800.0 0683 421.08 112806 N 1801.0 0684 177.13 120106 N 1814.0 0685 279.84 120106 N 1815.0 0686 229.64 120206 N 1816.0 0687 346.47 120206 N 1818.0 0688 229.64 120306 N 1819.0 0689 177.13 120406 N 1820.0 0690 177.13 120506 N 1824.0 0691 177.13 120606 N 1825.0 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 01/20/07 EST. NO.24 TIME 09:28 AM R.E. NAME: SAMUEL WANG 04-4396U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0692 177.13 120706 N 1828.0 0693 177.13 120806 N 1831.0 0694 229.64 120906 N 1832.0 0695 229.64 121006 N 1833.0 0696 177.13 121106 N 1834.0 0697 9,352.98 121106 N 1836.0 0698 177.13 121206 N 1837.0 0699 177.13 121306 N 1840.0 0701 210.54 121406 N 1842.0 0702 177.13 121406 N 1843.0 0703 184.22 121506 N 1844.0 0704 177.13 121506 N 1845.0 0705 229.64 121606 N 1848.0 0706 229.64 121706 N 1849.0 004 0021 350.00 E.W. @ F.A.(+) 012306 N 0918.0 0023 1,787.50 060506 N 1373.0 011 0042 2,752.87 E.W. @ F.A.(+) 122806 N 1852.0 028 0005 4,700.00 A.C. @ U.P.(+) 011607 N 0005 0 036 0024 9,752.96 E.W. @ F.A.(+) 121206 N 1839.0 0025 441.32 122006 N 1851.0 0026 378.41 122806 N 1853.0 039 0025 3,743.73 E.W. @ F.A.(+) 111705 N 0505.1 0126 1,412.55 090706 N 1433.0 0144 604.61 091306 N 1535.0 0149 917.38 082806 N 1492.0 0154 5,984.62 092306 N 1559.0 0155 2,102.97 092506 N 1562.0 0171 3,433.59 100606 N 1613.0 0172 4,169.75 100706 N 1619.0 0173 8,188.23 100906 N 1623.0 0174 9,203.00 101006 N 1630.0 0175 6,756.34 101106 N 1635.0 0176 9,791.20 101206 N 1636.0 0177 8,662.37 101306 N 1639.0 0178 7,190.97 101406 N 1642.0 0179 5,760.26 101606 N 1645.0 0180 3,999.49 101706 N 1651.0 0181 5,212.64 101806 N 1653.0 0182 6,817.15 101906 N 1656.0 0183 6,967.22 102006 N 1659.0 0184 2,723.71 102006 N 1660.0 0185 1,306.41 102006 N 1661.0 0186 5,883.83 102106 N 1663.0 0187 3,949.22 102106 N 1664.0 0188 6,494.15 102306 N 1670.0 0189 6,474.40 102406 N 1672.0 0190 8,008.79 102406 N 1673.0 0191 7,023.72 102306 N 1675.0 0192 4,803.80 102506 N 1683.0 0193 7,872.69 102506 N 1684.0 0194 7,247.39 102606 N 1685.0 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 01/20/07 EST. NO.24 TIME 09:28 AM R.E. NAME: SAMUEL WANG 04-4396U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0195 7,870.70 102606 N 1686.0 0196 6,298.03 102706 N 1690.0 0197 5,654.24 102806 N 1694.0 0198 6,474.31 103006 N 1702.0 0201 3,583.11 103106 N 1710.0 0202 1,758.01 103106 N 1711.0 040 0004 352.26 E.W. @ F.A.(+) 100206 N 1591.0 0005 795.63 100606 N 1611.0 0006 813.70 100706 N 1618.0 0007 324.04 101106 N 1633.0 0008 72.52 102306 N 1668.0 042 0003 1,498.88 E.W. @ F.A.(+) 011306 N 0706.0 0005 2,398.37 012706 N 0785.0 0006 1,277.73 011306 N 0706.1 0007 3,913.54 012606 N 0801.0 0008 1,195.76 012506 N 0861.0 0009 1,776.50 012506 N 0861.1 0011 38.54 121605 N 0613.1 047 0003 428.84 E.W. @ F.A.(+) 121601 N 0630.0 0062 1,803.83 090106 N 1421.0 0063 769.31 090506 N 1427.0 0064 1,497.84 090906 N 1431.0 0067 1,052.72 082106 N 1487.0 0068 792.49 082806 N 1494.0 0069 3,004.71 082906 N 1496.0 0071 3,241.18 082806 N 1493.0 0072 2,885.90 083106 N 1504.0 0073 2,462.76 082206 N 1514.0 0076 2,393.88 082306 N 1521.0 0078 2,679.61 082406 N 1527.0 0080 3,671.88 082606 N 1532.0 0081 3,566.84 091406 N 1539.0 0084 2,295.80 091806 N 1548.0 0085 1,741.26 092106 N 1554.0 0086 1,857.96 092206 N 1557.0 0093 362.21 100206 N 1595.0 0094 1,594.18 100206 N 1596.0 0096 555.13 100706 N 1617.0 0121 254.73 110106 N 1811.0 052 0001 3,300.00 E.W. @ F.A.(+) 030106 N 0922.0 0002 12,210.00 031706 N 1025.0 0003 3,300.00 022306 N 1060.0 0004 5,610.00 072106 N 1374.0 0005 7,810.00 061606 N 1375.0 0006 6,820.00 042106 N 1376.0 056 0001 2,530.35 E.W. @ F.A.(+) 052506 N LOI-04 0002 2,200.12 042606 N 1045.0 0005 513.94 042506 N 1136.0 0007 272.63 052406 N 1247.0 0008 759.34 052406 N 1251.0 0011 139.26 042806 N 1053.0 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 01/20/07 EST. NO.24 TIME 09:28 AM R.E. NAME: SAMUEL WANG 04-4396U4 --------------------------------------------------------------------------- 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 1,110.81 050606 N 1210.0 348,284.68 TOTAL THIS ESTIMATE 2,184,207.45 TOTAL PREVIOUS ESTIMATE 2,532,492.13 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 01/20/07 EST. NO.24 TIME 09:28 AM R.E. NAME: SAMUEL WANG 04-4396U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE DELINQUENT CPM -394,523.35 20 DELINQUENT CPM 394,523.35 21 RESTAKING SURVEY CHG -7,820.00 21 0.00 -7,820.00 TOTAL DEDUCTIONS 0.00 -7,820.00 PROGRAM CAS145 PAGE 1 DATE 01/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 09:28 AM ESTIMATE NO. 24 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/07 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 01/20/07 LOCATION PROGRESS ESTIMATE 04-SCL-87-0.0/5.1 ----------------- RGW CONSTRUCTION INC IN SANTA CLARA COUNTY IN SAN JOSE 550 GREENVILLE ROAD FROM 0.4 KM NORTH OF BRAHNAM LANE LIVERMORE CA 94550 OVERCROSSING TO 0.4 KM NORTH OF VIRGINIA STREET OVERCROSSING FED. AID NO. ACNH-S087(27)E WIDEN ROADWAY AND BRIDGE REPAIR ------------------------------------------------------------------------------------------------------------------------------------ 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 135,000.0000 135,000.00 0.250 33,750.00 0.750 101,250.00 02 TIME-RELATED OVERHEAD LS 2200,000.0000 2,200,000.00 0.040 88,000.00 1.000 2,200,000.00 03 TEMPORARY FENCE (TYPE ESA) M 6.0000 1,560.00 64.400 386.40 04 450 MM TEMPORARY CULVERT M 90.0000 4,770.00 53.000 4,770.00 05 PREPARE STORM WATER POLLUTION LS 13,500.0000 13,500.00 0.050 675.00 1.000 13,500.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 40,000.0000 40,000.00 0.900 36,000.00 07 TEMPORARY DRAINAGE INLET PROTECTION EA 220.0000 77,000.00 97.000 21,340.00 08 TEMPORARY EROSION CONTROL M2 1.0000 14,000.00 17,852.000 17,852.00 09 TEMPORARY INLET EA 1,000.0000 2,000.00 2.000 2,000.00 10 TEMPORARY SILT FENCE M 4.0000 24,000.00 245.000 980.00 3,721.000 14,884.00 11 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 18,000.00 28.000 42,000.00 12 TEMPORARY CONSTRUCTION ENTRANCE EA 2,200.0000 33,000.00 19.000 41,800.00 13 TEMPORARY COVER M2 4.0000 25,000.00 349.000 1,396.00 16,535.000 66,140.00 14 FISH FRIENDLY DIVERSION LS 135,000.0000 135,000.00 1.000 135,000.00 15 CONSTRUCTION AREA SIGNS LS 57,000.0000 57,000.00 0.150 8,550.00 0.850 48,450.00 S) 16 TRAFFIC CONTROL SYSTEM LS 230,000.0000 230,000.00 0.950 218,500.00 S) 17 TEMPORARY PAVEMENT MARKING (PAINT) M2 10.0000 310.00 10.960 109.60 38.260 382.60 S) 18 TEMPORARY TRAFFIC STRIPE (PAINT) M 3.0000 181,500.00 5,380.000 16,140.00 53,255.730 159,767.19 S) 19 CHANNELIZER (SURFACE MOUNTED) EA 10.0000 3,400.00 250.000 2,500.00 340.000 3,400.00 20 TEMPORARY PAVEMENT MARKER EA 10.0000 126,000.00 609.000 6,090.00 10,616.000 106,160.00 S) 21 PORTABLE CHANGEABLE MESSAGE SIGN EA 550.0000 2,200.00 3.000 1,650.00 S) 22 TEMPORARY RAILING (TYPE K) M 18.0000 477,990.00 13,288.980 239,201.64 PROGRAM CAS145 PAGE 2 DATE 01/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 09:28 AM ESTIMATE NO. 24 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/07 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 01/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 100.0000 57,000.00 285.000 28,500.00 S) 24 ABANDON CULVERT EA 1,500.0000 6,000.00 2.000 3,000.00 25 ABANDON RISER EA 650.0000 5,850.00 5.000 3,250.00 26 ABANDON PIEZOMETER EA 400.0000 4,000.00 10.000 4,000.00 27 REMOVE SECURITY FENCE M 50.0000 1,100.00 0.000 0.00 28 REMOVE CHAIN LINK FENCE M 15.0000 26,700.00 1,470.000 22,050.00 29 REMOVE FLARED END SECTION EA 300.0000 300.00 1.000 300.00 30 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.0000 27,100.00 42.000 42.00 5,439.000 5,439.00 31 REMOVE PAINTED TRAFFIC STRIPE M 1.0000 24,400.00 323.000 323.00 20,932.180 20,932.18 32 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 8,440.00 17,902.570 35,805.14 33 REMOVE PAVEMENT MARKER EA 1.0000 12,300.00 5,856.000 5,856.00 34 REMOVE ROADSIDE SIGN EA 80.0000 2,000.00 0.000 0.00 35 REMOVE SIGN STRUCTURE EA 3,000.0000 24,000.00 6.000 18,000.00 36 REMOVE FRAMED SIGN PANEL EA 900.0000 11,700.00 6.000 5,400.00 37 REMOVE ASPHALT CONCRETE DIKE M 2.0000 820.00 1.000 2.00 410.000 820.00 38 REMOVE 40 MM PVC WATERLINE M 35.0000 1,050.00 30.000 1,050.00 39 REMOVE CULVERT M 85.0000 119,850.00 152.000 12,920.00 1,245.610 105,876.85 40 REMOVE UNDERDRAIN M 45.0000 76,950.00 1,679.000 75,555.00 41 REMOVE INLET EA 650.0000 31,850.00 7.000 4,550.00 42.000 27,300.00 42 REMOVE HEADWALL EA 3,500.0000 3,500.00 1.000 3,500.00 43 REMOVE MANHOLE EA 1,400.0000 1,400.00 0.000 0.00 44 REMOVE 750 MM VCP SEWER PIPE M 1,400.0000 67,200.00 37.000 51,800.00 45 REMOVE CONCRETE PAVEMENT M2 15.0000 6,150.00 67.500 1,012.50 46 REMOVE BASE AND SURFACING M3 60.0000 2,160.00 0.200 12.00 36.000 2,160.00 47 SALVAGE METAL BEAM GUARD RAILING M 15.0000 29,550.00 1,970.000 29,550.00 48 RECONSTRUCT CHAIN LINK RAILING M 15.0000 840.00 0.000 0.00 S) 49 ADJUST INLET EA 715.0000 22,880.00 3.000 2,145.00 29.000 20,735.00 PROGRAM CAS145 PAGE 3 DATE 01/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 09:28 AM ESTIMATE NO. 24 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/07 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 01/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 990 MM PLASTIC PIPE LINER (SDR=32.5) M 595.0000 416,500.00 716.280 426,186.60 51 450 MM CURED IN PLACE PIPE M 440.0000 167,200.00 365.600 160,864.00 52 600 MM CURED IN PLACE PIPE M 530.0000 148,400.00 272.100 144,213.00 53 750 MM CURED IN PLACE PIPE M 820.0000 114,800.00 131.600 107,912.00 54 1350 MM CURED IN PLACE PIPE M 1,345.0000 147,950.00 105.000 141,225.00 55 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 32,600.00 8,865.600 17,731.20 16,300.000 32,600.00 S) 56 REMOVE CONCRETE M3 160.0000 17,600.00 7.660 1,225.60 98.840 15,814.40 57 REMOVE CONCRETE BARRIER M 27.0000 72,360.00 989.000 26,703.00 58 REMOVE SLOPE PROTECTION (ROCK) M3 21.0000 4,935.00 7.500 157.50 59 REMOVE SLOPE PROTECTION M3 85.0000 6,545.00 30.000 2,550.00 (SACKED CONCRETE) 60 CLEAN BRIDGE DECK M2 4.0000 25,320.00 6,330.000 25,320.00 61 REMOVE AUTOMATIC DRAINAGE GATE EA 190.0000 190.00 1.000 190.00 62 CLEANOUT EXISTING DRAINAGE FACILITY EA 3,300.0000 6,600.00 0.000 0.00 63 ACCESS OPENING, SOFFIT EA 1,650.0000 6,600.00 4.000 6,600.00 64 REMOVE CRASH CUSHION (SAND FILLED) EA 270.0000 270.00 0.000 0.00 65 BRIDGE REMOVAL (PORTION), LOCATION A LS 42,500.0000 42,500.00 1.000 42,500.00 66 BRIDGE REMOVAL (PORTION), LOCATION B LS 57,300.0000 57,300.00 1.000 57,300.00 67 BRIDGE REMOVAL (PORTION), LOCATION C LS 35,000.0000 35,000.00 1.000 35,000.00 68 BRIDGE REMOVAL (PORTION), LOCATION D LS 37,300.0000 37,300.00 1.000 37,300.00 69 BRIDGE REMOVAL (PORTION), LOCATION E LS 45,500.0000 45,500.00 1.000 45,500.00 70 BRIDGE REMOVAL (PORTION), LOCATION F LS 21,800.0000 21,800.00 1.000 21,800.00 71 BRIDGE REMOVAL (PORTION), LOCATION G LS 16,500.0000 16,500.00 1.000 16,500.00 72 BRIDGE REMOVAL (PORTION), LOCATION H LS 15,200.0000 15,200.00 1.000 15,200.00 73 BRIDGE REMOVAL (PORTION), LOCATION I LS 3,200.0000 3,200.00 0.000 0.00 74 BRIDGE REMOVAL (PORTION), LOCATION J LS 2,700.0000 2,700.00 1.000 2,700.00 75 BRIDGE REMOVAL (PORTION), LOCATION K LS 39,000.0000 39,000.00 1.000 39,000.00 76 BRIDGE REMOVAL (PORTION), LOCATION L LS 28,200.0000 28,200.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 01/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 09:28 AM ESTIMATE NO. 24 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/07 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 01/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CLEARING AND GRUBBING LS 108,000.0000 108,000.00 1.000 108,000.00 78 DEVELOP WATER SUPPLY LS 108,000.0000 108,000.00 0.650 70,200.00 79 ROADWAY EXCAVATION M3 17.0000 1,402,500.00 61,875.000 1,051,875.00 80 ROADWAY EXCAVATION (NATURALLY OCCURRING M3 25.0000 530,000.00 3,976.000 99,400.00 61,200.000 1,530,000.00 ASBESTOS) (RESTRICTED) 81 ROADWAY EXCAVATION (NATURALLY OCCURRING M3 30.0000 147,000.00 4,900.000 147,000.00 ASBESTOS) (HAZARDOUS) 82 LEAD COMPLIANCE PLAN LS 4,500.0000 4,500.00 1.000 4,500.00 83 ASBESTOS HEALTH AND SAFETY PLAN LS 4,500.0000 4,500.00 1.000 4,500.00 84 DEWATERING LS 20,000.0000 20,000.00 0.100 2,000.00 1.000 20,000.00 85 STRUCTURE EXCAVATION (BRIDGE) M3 1,000.0000 921,000.00 921.000 921,000.00 F) 86 STRUCTURE EXCAVATION (TYPE A) M3 1,500.0000 156,000.00 104.000 156,000.00 F) 87 STRUCTURE EXCAVATION (RETAINING WALL) M3 20.0000 279,540.00 1,951.000 39,020.00 F) 88 STRUCTURE BACKFILL (BRIDGE) M3 75.0000 55,050.00 20.000 1,500.00 734.000 55,050.00 F) 89 STRUCTURE BACKFILL (RETAINING WALL) M3 24.0000 338,760.00 140.000 3,360.00 667.000 16,008.00 F) 90 PERVIOUS BACKFILL MATERIAL (RETAINING M3 135.0000 124,740.00 865.000 116,775.00 F) WALL) 91 SAND BACKFILL M3 125.0000 4,000.00 4.840 605.00 92 GROUT BACKFILL M3 425.0000 10,625.00 24.600 10,455.00 93 COMPACTION GROUTING M3 540.0000 1,566,000.00 3,469.000 1,873,260.00 94 DITCH EXCAVATION M3 245.0000 1,225.00 5.000 1,225.00 5.000 1,225.00 95 LIGHTWEIGHT EMBANKMENT MATERIAL M3 67.0000 1,031,800.00 15,399.885 1,031,792.30 (CELLULAR CONCRETE) 96 EROSION CONTROL (BLANKET) M2 6.0000 9,840.00 59.000 354.00 59.000 354.00 S) 97 STRAW (EROSION CONTROL) TONN 250.0000 2,750.00 13.410 3,352.50 13.410 3,352.50 S) 98 FIBER (EROSION CONTROL) KG 1.0000 1,590.00 63.000 63.00 1,135.060 1,135.06 S) 99 FIBER ROLLS M 12.0000 44,520.00 2,765.000 33,180.00 S) 00 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 1,000.00 1.000 500.00 4.000 2,000.00 01 SEED (EROSION CONTROL) KG 135.0000 14,850.00 8.100 1,093.50 145.460 19,637.10 S) 02 COMPOST (EROSION CONTROL) KG 3.0000 14,370.00 185.740 557.22 3,334.950 10,004.85 S) 03 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 720.00 27.660 55.32 496.690 993.38 S) PROGRAM CAS145 PAGE 5 DATE 01/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 09:28 AM ESTIMATE NO. 24 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/07 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 01/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 MAINTAIN EXISTING PLANTED AREAS LS 35,000.0000 35,000.00 0.000 0.00 S) 05 REMOVE EXISTING IRRIGATION FACILITIES LS 35,000.0000 35,000.00 0.600 21,000.00 06 MAINTAIN EXISTING IRRIGATION FACILITIES LS 35,000.0000 35,000.00 0.000 0.00 S) 07 200 MM CORRUGATED HIGH DENSITY M 250.0000 5,000.00 5.000 1,250.00 5.000 1,250.00 POLYETHYLENE PIPE CONDUIT 08 200 MM WELDED STEEL PIPE CONDUIT M 230.0000 14,720.00 0.000 0.00 (6.35 MM THICK) 09 EXTEND 200 MM CONDUIT M 300.0000 7,200.00 7.500 2,250.00 10 CLASS 4 AGGREGATE SUBBASE M3 15.0000 489,000.00 31,932.620 478,989.30 11 CLASS 3 AGGREGATE BASE M3 50.0000 33,000.00 704.000 35,200.00 12 CEMENT TREATED BASE M3 87.0000 1,139,700.00 564.130 49,079.31 12,771.000 1,111,077.00 13 ASPHALT TREATED PERMEABLE BASE M3 100.0000 368,000.00 132.060 13,206.00 3,648.000 364,800.00 14 ASPHALT CONCRETE (TYPE A) TONN 55.0000 2,865,500.00 9,213.890 506,763.95 52,002.799 2,860,153.95 15 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 2.0000 10,100.00 2,168.120 4,336.24 3,150.000 6,300.00 AREA) 16 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 12.0000 3,960.00 0.000 0.00 17 PLACE ASPHALT CONCRETE DIKE (TYPE B) M 12.0000 2,160.00 0.000 0.00 18 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 12.0000 1,800.00 0.000 0.00 19 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 12.0000 228.00 0.000 0.00 20 LIQUID ASPHALT, SC-70 (PRIME COAT) TONN 380.0000 1,900.00 26.650 10,127.00 42.790 16,260.20 21 CONCRETE PAVEMENT M3 175.0000 64,750.00 377.750 66,106.25 22 SEAL PAVEMENT JOINT M 20.0000 22,200.00 831.330 16,626.60 23 FURNISH STEEL PILING (HP 310 X 79) M 55.0000 5,775.00 102.000 5,610.00 24 DRIVE STEEL PILE (HP 310 X 79) EA 3,200.0000 12,800.00 4.000 12,800.00 S) 25 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 1,900.0000 104,500.00 55.000 104,500.00 S) PILING 26 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 2,900.0000 269,700.00 92.400 267,960.00 S) PILING 27 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 5,000.0000 305,000.00 60.500 302,500.00 S) PILING 28 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 6,500.0000 318,500.00 49.000 318,500.00 S) PILING 29 900 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,100.0000 173,800.00 158.200 174,020.00 S) PILING 30 FURNISH PILING (CLASS 900C) M 45.0000 2,385.00 52.100 2,344.50 PROGRAM CAS145 PAGE 6 DATE 01/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 09:28 AM ESTIMATE NO. 24 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/07 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 01/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 DRIVE PILE (CLASS 900C) EA 1,950.0000 5,850.00 3.000 5,850.00 S) 32 FURNISH CONCRETE PILING (CLASS 625 M 40.0000 11,960.00 300.000 12,000.00 MODIFIED ALT "X") 33 DRIVE CONCRETE PILE (CLASS 625 EA 1,000.0000 15,000.00 15.000 15,000.00 S) MODIFIED ALT "X") 34 FURNISH PILING (CLASS 625C MODIFIED) M 40.0000 35,560.00 1,061.000 42,440.00 35 DRIVE PILE (CLASS 625C MODIFIED) EA 1,000.0000 66,000.00 66.000 66,000.00 S) 36 FURNISH PILING (CLASS 400C MODIFIED) M 40.0000 995,160.00 22,764.000 910,560.00 37 DRIVE PILE (CLASS 400C MODIFIED) EA 1,005.0000 1,365,795.00 1,258.000 1,264,290.00 S) 38 FURNISH CONCRETE PILING (CLASS 400 M 40.0000 8,880.00 222.000 8,880.00 MODIFIED ALT "X") 39 DRIVE CONCRETE PILE (CLASS 400 MODIFIED EA 1,000.0000 15,000.00 15.000 15,000.00 S) ALT "X") 40 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 225.0000 198,000.00 880.000 198,000.00 S) PILING (SOUND WALL) 41 PRESTRESSING CAST-IN-PLACE CONCRETE LS 85,000.0000 85,000.00 1.000 85,000.00 S) 42 SEAL COURSE CONCRETE M3 220.0000 2,200.00 0.000 0.00 43 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 1,500.0000 217,500.00 145.000 217,500.00 F) 44 STRUCTURAL CONCRETE, BRIDGE M3 1,200.0000 1,825,200.00 1,542.000 1,850,400.00 F) 45 STRUCTURAL CONCRETE, RETAINING WALL M3 400.0000 2,348,400.00 5,416.000 2,166,400.00 F) 46 STRUCTURAL CONCRETE, APPROACH SLAB M3 640.0000 635,520.00 13.000 8,320.00 970.000 620,800.00 F) (TYPE N) 47 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 94,500.00 135.000 94,500.00 (TYPE R) 48 MINOR CONCRETE (MINOR STRUCTURE) M3 1,310.0000 436,230.00 -1.480 -1,938.80 298.169 390,601.39 SF) 49 MINOR CONCRETE (BACKFILL) M3 135.0000 11,880.00 29.140 3,933.90 32.440 4,379.40 50 FRACTURED FIN TEXTURE M2 60.0000 285,960.00 22.000 1,320.00 4,766.000 285,960.00 F) 51 DRILL AND BOND DOWEL M 40.0000 12,400.00 225.000 9,000.00 52 FURNISH PRECAST PRESTRESSED CONCRETE EA 15,000.0000 90,000.00 6.000 90,000.00 GIRDER (20 M - 25 M) 53 ERECT PRECAST PRESTRESSED CONCRETE EA 1,500.0000 9,000.00 6.000 9,000.00 S) GIRDER 54 CORE CONCRETE (201 MM - 250 MM) M 500.0000 2,000.00 0.000 0.00 S) 55 CORE CONCRETE (251 MM - 300 MM) M 550.0000 4,950.00 9.200 5,060.00 S) 56 SOUND WALL (MASONRY BLOCK) M2 150.0000 471,000.00 759.000 113,850.00 2,796.000 419,400.00 SF) 57 JOINT SEAL (MR 30 MM) M 96.0000 20,448.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 01/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 09:28 AM ESTIMATE NO. 24 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/07 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 01/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 JOINT SEAL (MR 40 MM) M 125.0000 14,500.00 0.000 0.00 S) 59 JOINT SEAL (MR 50 MM) M 250.0000 13,500.00 54.000 13,500.00 54.000 13,500.00 S) 60 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 704,900.00 352,450.000 704,900.00 SF) 61 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 821,524.00 381,262.000 762,524.00 SF) 62 TREAT BRIDGE DECK M2 4.0000 25,320.00 6,330.000 25,320.00 F) 63 FURNISH BRIDGE DECK TREATMENT MATERIAL L 15.0000 38,010.00 2,550.000 38,250.00 (LOW ODOR) 64 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 9.0000 12,240.00 0.000 0.00 F) WITH WALKWAY) 65 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.0000 4,080.00 0.000 0.00 SF)WITH WALKWAY) 66 FURNISH SIGN STRUCTURE (TRUSS) KG 8.0000 367,200.00 4,922.000 39,376.00 15,159.000 121,272.00 F) 67 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 45,900.00 4,922.000 4,922.00 15,159.000 15,159.00 SF) 68 920 MM CAST-IN-DRILLED-HOLE M 1,400.0000 46,200.00 6.500 9,100.00 20.000 28,000.00 S) CONCRETE PILE (SIGN FOUNDATION) 69 METAL (BARRIER MOUNTED SIGN) KG 26.0000 30,420.00 293.000 7,618.00 293.000 7,618.00 F) 70 METAL (RAIL MOUNTED SIGN) KG 16.0000 5,280.00 0.000 0.00 F) 71 METAL (SOUNDWALL MOUNTED SIGN) KG 16.0000 5,760.00 0.000 0.00 F) 72 ROADSIDE SIGN - ONE POST EA 300.0000 6,900.00 0.000 0.00 73 ROADSIDE SIGN - TWO POST EA 450.0000 2,250.00 0.000 0.00 74 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 400.00 0.000 0.00 METHOD) 75 INSTALL SIGN OVERLAY M2 750.0000 1,500.00 0.000 0.00 76 INSTALL FRAMED SIGN PANEL EA 1,000.0000 13,000.00 6.000 6,000.00 77 450 MM ALTERNATIVE PIPE CULVERT M 175.0000 194,250.00 54.000 9,450.00 823.100 144,042.50 78 600 MM ALTERNATIVE PIPE CULVERT M 205.0000 28,700.00 16.000 3,280.00 141.000 28,905.00 79 900 MM ALTERNATIVE PIPE CULVERT M 160.0000 8,320.00 52.000 8,320.00 80 450 MM REINFORCED CONCRETE PIPE M 165.0000 33,000.00 9.000 1,485.00 171.250 28,256.25 81 600 MM REINFORCED CONCRETE PIPE M 870.0000 3,480.00 2.000 1,740.00 4.440 3,862.80 82 750 MM REINFORCED CONCRETE PIPE M 350.0000 24,150.00 40.200 14,070.00 83 1200 MM REINFORCED CONCRETE PIPE M 1,685.0000 77,510.00 47.500 80,037.50 84 JACKED 450 MM REINFORCED CONCRETE PIPE M 1,750.0000 227,500.00 98.000 171,500.00 (CLASS IV) PROGRAM CAS145 PAGE 8 DATE 01/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 09:28 AM ESTIMATE NO. 24 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/07 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 01/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,425.0000 228,000.00 22.000 31,350.00 158.000 225,150.00 (CLASS IV) 86 600 MM BITUMINOUS COATED CORRUGATED M 350.0000 14,700.00 0.890 311.50 41.500 14,525.00 STEEL PIPE (1.32 MM THICK) 87 750 MM BITUMINOUS COATED CORRUGATED M 480.0000 6,720.00 14.000 6,720.00 STEEL PIPE (1.32 MM THICK) 88 450 MM BITUMINOUS COATED SLOTTED M 220.0000 215,600.00 98.000 21,560.00 972.700 213,994.00 CORRUGATED STEEL PIPE (1.32 MM THICK) 89 200 MM PERFORATED PLASTIC M 65.0000 115,700.00 1,500.000 97,500.00 PIPE UNDERDRAIN 90 250 MM PERFORATED PLASTIC M 125.0000 110,000.00 115.000 14,375.00 1,140.500 142,562.50 PIPE UNDERDRAIN 91 80 MM PLASTIC PIPE (EDGE DRAIN) M 25.0000 130,250.00 152.100 3,802.50 5,163.000 129,075.00 92 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 160.0000 8,480.00 28.000 4,480.00 53.000 8,480.00 93 80 MM PLASTIC PIPE M 70.0000 9,800.00 120.000 8,400.00 120.000 8,400.00 (APPROACH SLAB DRAIN OUTLET) 94 CLASS 3 PERMEABLE MATERIAL (BLANKET) M3 52.0000 338,000.00 5,618.090 292,140.68 11,125.370 578,519.24 95 450 MM BITUMINOUS COATED CORRUGATED M 160.0000 32,000.00 -8.000 -1,280.00 160.900 25,744.00 STEEL PIPE DOWNDRAIN (1.63 MM THICK) 96 450 MM ANCHOR ASSEMBLY EA 10.0000 160.00 2.000 20.00 16.000 160.00 97 WELDED STEEL PIPE CASING (BRIDGE) M 180.0000 4,140.00 25.000 4,500.00 98 450 MM ALTERNATIVE FLARED END SECTION EA 620.0000 1,240.00 2.000 1,240.00 99 750 MM AUTOMATIC DRAINAGE GATE EA 4,500.0000 4,500.00 1.000 4,500.00 00 1220 MM PRECAST CONCRETE PIPE MANHOLE M 700.0000 14,700.00 8.000 5,600.00 01 40 MM POLYVINYL CHLORIDE WATERLINE M 50.0000 1,550.00 31.000 1,550.00 02 300 MM REINFORCED CONCRETE PIPE CASING M 190.0000 1,900.00 0.000 0.00 03 750 MM VITRIFIED CLAY SEWER PIPE M 1,825.0000 93,075.00 54.795 100,000.88 S) 04 ROCK SLOPE PROTECTION M3 155.0000 18,600.00 49.000 7,595.00 (BACKING NO. 2, METHOD B) 05 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 160.0000 51,200.00 325.210 52,033.60 06 CONCRETE (GUTTER LINING) M3 1,500.0000 120,000.00 77.070 115,605.00 07 SLOPE PAVING (CONCRETE) M3 885.0000 149,565.00 5.000 4,425.00 21.000 18,585.00 F) 08 SLOPE PAVING (PRECAST PANEL) M3 1,030.0000 5,150.00 0.000 0.00 F) 09 ROCK SLOPE PROTECTION FABRIC M2 1.0000 490.00 373.200 373.20 10 MINOR CONCRETE (MISCELLANEOUS M3 1,500.0000 180,000.00 16.780 25,170.00 86.650 129,975.00 S) CONSTRUCTION) PROGRAM CAS145 PAGE 9 DATE 01/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 09:28 AM ESTIMATE NO. 24 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/07 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 01/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 11 MINOR CONCRETE (GUTTER) M 45.0000 22,680.00 109.680 4,935.60 489.000 22,005.00 F) 12 MISCELLANEOUS IRON AND STEEL KG 8.0000 128,800.00 1,554.000 12,432.00 9,580.000 76,640.00 SF) 13 MISCELLANEOUS METAL KG 14.0000 41,300.00 2,950.000 41,300.00 SF)(RESTRAINER - PIPE TYPE) 14 MISCELLANEOUS METAL KG 13.0000 12,090.00 930.000 12,090.00 SF)(RESTRAINER - BAR TYPE) 15 MISCELLANEOUS METAL (BRIDGE) KG 16.0000 47,520.00 70.000 1,120.00 70.000 1,120.00 SF) 16 MISCELLANEOUS METAL (RETAINING WALL) KG 19.0000 4,636.00 0.000 0.00 SF) 17 SECURITY FENCE M 350.0000 11,550.00 0.000 0.00 S) 18 SECURITY FENCE GATE EA 2,250.0000 2,250.00 0.000 0.00 S) 19 CHAIN LINK FENCE (TYPE CL-1.2, M 80.0000 82,720.00 139.000 11,120.00 643.000 51,440.00 SF)VINYL-CLAD) 20 CHAIN LINK FENCE M 125.0000 38,750.00 0.000 0.00 S) (TYPE CL-1.2, BARRIER MOUNTED) 21 CHAIN LINK FENCE (TYPE CL-1.5, M 88.0000 58,960.00 667.000 58,696.00 667.000 58,696.00 S) VINYL-CLAD) 22 CHAIN LINK FENCE (TYPE CL-1.8) M 90.0000 33,300.00 185.000 16,650.00 285.000 25,650.00 S) 23 0.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 950.0000 8,550.00 0.000 0.00 S) 24 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 9,000.00 0.000 0.00 S) 25 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,500.0000 2,500.00 0.000 0.00 S) 26 OBJECT MARKER EA 25.0000 275.00 0.000 0.00 27 METAL BEAM GUARD RAILING (WOOD POST) M 75.0000 3,450.00 0.000 0.00 S) 28 CHAIN LINK RAILING (TYPE 7) M 75.0000 21,750.00 0.000 0.00 S) 29 CONCRETE BARRIER (TYPE 25) M 290.0000 11,310.00 27.000 7,830.00 F) 30 CONCRETE BARRIER (TYPE 25B) M 245.0000 151,900.00 35.000 8,575.00 504.000 123,480.00 31 CONCRETE BARRIER (TYPE 27A MODIFIED) M 150.0000 198,450.00 317.000 47,550.00 1,323.000 198,450.00 F) 32 CONCRETE BARRIER (TYPE 27) M 245.0000 5,635.00 0.000 0.00 F) 33 CONCRETE BARRIER (TYPE 27A) M 160.0000 70,560.00 132.000 21,120.00 271.000 43,360.00 F) 34 CONCRETE BARRIER (TYPE 27B) M 350.0000 38,500.00 3.420 1,197.00 110.000 38,500.00 35 CONCRETE BARRIER (TYPE 27B MODIFIED) M 400.0000 16,800.00 4.000 1,600.00 42.000 16,800.00 36 CONCRETE BARRIER (TYPE 27SV MODIFIED) M 170.0000 29,750.00 31.000 5,270.00 175.000 29,750.00 F) 37 CONCRETE BARRIER (TYPE 27 MODIFIED) M 165.0000 69,630.00 81.000 13,365.00 422.000 69,630.00 F) PROGRAM CAS145 PAGE 10 DATE 01/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 09:28 AM ESTIMATE NO. 24 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/07 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 01/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 38 CONCRETE BARRIER (TYPE 50) M 90.0000 214,200.00 103.080 9,277.20 1,358.500 122,265.00 39 CONCRETE BARRIER (TYPE 50C) M 330.0000 36,300.00 0.000 0.00 40 CONCRETE BARRIER (TYPE 50G2) M 2,300.0000 11,500.00 4.500 10,350.00 41 TERMINAL SYSTEM (TYPE SRT) EA 2,500.0000 15,000.00 0.000 0.00 S) 42 CRASH CUSHION (QUAD-GUARD) EA 40,000.0000 40,000.00 0.000 0.00 S) 43 CRASH CUSHION (ADIEM) EA 40,000.0000 40,000.00 0.000 0.00 S) 44 CONCRETE BARRIER (TYPE 60) M 166.0000 149,400.00 377.275 62,627.65 45 CONCRETE BARRIER (TYPE 60A MODIFIED) M 186.0000 26,784.00 144.000 26,784.00 F) 46 CONCRETE BARRIER (TYPE 60C) M 220.0000 48,400.00 68.760 15,127.20 47 CONCRETE BARRIER (TYPE 60D) M 118.0000 61,950.00 525.000 61,950.00 F) 48 CONCRETE BARRIER (TYPE 60E) M 800.0000 2,400.00 0.000 0.00 49 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 7,000.00 0.000 0.00 S) 50 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 37,000.00 8,302.000 8,302.00 S) 51 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 5,720.00 70.000 70.00 S) 52 PAINT POSTMILE MARKING M2 200.0000 2,000.00 0.000 0.00 S) 53 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 16,880.00 2,438.000 4,876.00 S) 54 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 19,320.00 1,210.000 4,840.00 S) 55 SIGNAL AND LIGHTING LS 55,000.0000 55,000.00 0.680 37,400.00 S) (CITY STREET LOCATION 1) 56 LIGHTING (CITY STREET, LOCATION 1) LS 2,500.0000 2,500.00 1.000 2,500.00 S) 57 LIGHTING (CITY STREET, LOCATION 2) LS 12,000.0000 12,000.00 0.930 11,160.00 S) 58 LIGHTING (CITY STREET, LOCATION 3) LS 2,500.0000 2,500.00 1.000 2,500.00 S) 59 LIGHTING (STAGE CONSTRUCTION) LS 80,500.0000 80,500.00 0.020 1,610.00 1.000 80,500.00 S) 60 LIGHTING AND SIGN ILLUMINATION LS 376,500.0000 376,500.00 0.070 26,355.00 0.940 353,910.00 S) 61 POWER AND COMMUNICATION (VTA) LS 25,000.0000 25,000.00 0.950 23,750.00 S) 62 TRAFFIC OPERATION SYSTEMS LS 52,500.0000 52,500.00 0.900 47,250.00 S) 63 TRAFFIC OPERATION SYSTEMS LS 79,000.0000 79,000.00 0.260 20,540.00 0.930 73,470.00 S) (STAGE CONSTRUCTION) 64 TRAFFIC OPERATION SYSTEMS (COUNTY) LS 4,000.0000 4,000.00 1.000 4,000.00 1.000 4,000.00 S) PROGRAM CAS145 PAGE 11 DATE 01/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 09:28 AM ESTIMATE NO. 24 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/07 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 01/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 65 TRAFFIC OPERATION SYSTEMS (LOCATION 1) LS 20,000.0000 20,000.00 0.700 14,000.00 S) 66 TRAFFIC OPERATION SYSTEMS (LOCATION 2) LS 25,000.0000 25,000.00 0.980 24,500.00 S) 67 TRAFFIC OPERATION SYSTEMS (LOCATION 3) LS 20,000.0000 20,000.00 0.800 16,000.00 S) 68 TRAFFIC OPERATION SYSTEMS (LOCATION 4) LS 8,500.0000 8,500.00 0.610 5,185.00 S) 69 TRAFFIC OPERATION SYSTEMS (LOCATION 5) LS 7,500.0000 7,500.00 0.820 6,150.00 S) 70 TRAFFIC OPERATION SYSTEMS (LOCATION 6) LS 6,500.0000 6,500.00 0.800 5,200.00 S) 71 TRAFFIC OPERATION SYSTEMS (LOCATION 7) LS 1.0000 1.00 0.000 0.00 S) 72 TRAFFIC OPERATION SYSTEMS (LOCATION 8) LS 41,500.0000 41,500.00 0.500 20,750.00 S) 73 TRAFFIC OPERATION SYSTEMS (LOCATION 9) LS 40,500.0000 40,500.00 0.130 5,265.00 0.480 19,440.00 S) 74 TRAFFIC OPERATION SYSTEMS (LOCATION 10) LS 68,500.0000 68,500.00 0.360 24,660.00 0.673 46,100.50 S) 75 TRAFFIC OPERATION SYSTEMS (LOCATION 11) LS 51,500.0000 51,500.00 0.751 38,676.50 S) 76 TRAFFIC OPERATION SYSTEMS (LOCATION 12) LS 156,500.0000 156,500.00 0.510 79,815.00 S) 77 TRAFFIC OPERATION SYSTEMS (LOCATION 13) LS 22,000.0000 22,000.00 0.470 10,340.00 S) 78 TRAFFIC OPERATION SYSTEMS (LOCATION 14) LS 42,000.0000 42,000.00 0.690 28,980.00 S) 79 TRAFFIC OPERATION SYSTEMS (LOCATION 15) LS 2,400.0000 2,400.00 0.000 0.00 S) 80 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 81 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.0000 1,440.00 18,667.970 56,003.91 STRIPE 82 REMOVE SOUND WALL M2 35.0000 109,550.00 5,015.000 175,525.00 PROGRAM CAS145 PAGE 12 DATE 01/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 09:28 AM ESTIMATE NO. 24 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/07 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 01/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,811,413.02 33,942,615.01 ADJUSTMENT OF COMPENSATION 4,700.00 219,733.80 EXTRA WORK 343,584.68 2,312,758.33 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,159,697.70 36,475,107.14 83 MOBILIZATION LS 4014,705.0000 4,014,705.00 1.000 4,014,705.00 ORIGINAL CONTRACT AMOUNT 40,182,721.00 TOTAL WORK COMPLETED 2,159,697.70 40,489,812.14 MATERIALS ON HAND ON SITE 199,122.35 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -7,820.00 TOTAL 2,159,697.70 40,681,114.49 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 12/17/04 275 03/14/05 03/14/05 03/19/07 373 86 0 109 92% 96% PROGRESS IS SATISFACTORY PENDING CCO APPROVALS SAMUEL WANG RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 01/20/07