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 08/26/05 EST. NO.21 TIME 08:10 AM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- 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 0349 220.44 E.W. @ F.A.(+) 090904 N 1469.0 0359 165.33 102104 N 1479.0 0362 1,058.54 011305 N 1482.0 0366-1 -247.22 112204 N 1486.0 DAO CORRECTING ENTRY 0372 494.43 112204 N 1492.0 0376 2,863.28 061605 N 1496.0 0389 491.46 070805 Y 1524.0 0390 327.19 070805 Y 1525.0 0391 347.94 070805 Y 1526.0 0392 457.41 071105 Y 1527.0 0393 335.80 071105 Y 1528.0 0394 276.18 070505 Y 1501.0 0395 279.98 071905 Y 1539.0 0396 572.77 071805 Y 1540.0 0396-1 -572.77 071805 Y 1540.0 DAO CORRECTING ENTRY 0396-2 302.01 071805 Y 1540.0 DAO CORRECTING ENTRY 0397 518.58 061605 Y 1545.0 0398 119.45 062705 Y 1549.0 0399 36.21 070105 Y 1552.0 0401 283.88 072105 Y 1557.0 0402 73.96 072105 Y 1558.0 0403 214.01 072105 Y 1559.0 0405 386.74 072005 Y 1562.0 0406 364.56 071905 Y 1568.0 0407 448.24 072505 Y 1605.0 0408 364.56 071805 Y 1579.0 0409 449.78 072205 Y 1586.0 0411 254.12 072805 Y 1647.0 0412 254.12 072905 Y 1649.0 0413 188.28 072905 Y 1650.0 0414 417.77 072905 Y 1651.0 0415 181.76 080105 Y 1655.0 0416 1,626.09 080105 Y 1657.0 0418 59.30 080305 Y 1660.0 0419 360.60 072805 Y 1646.0 0420 794.74 080205 Y 1636.0 0421 915.81 080105 Y 1637.0 0422 353.92 072705 Y 1641.0 0423 254.12 072705 Y 1642.0 002 0064 7,982.72 E.W. @ F.A.(+) 062205 Y 1592.0 004 0018 1,200.00 E.W. @ F.A.(+) 050505 Y 1512.0 0019 2,950.00 050205 Y 1513.0 006 0268 169.47 E.W. @ F.A.(+) 062705 Y 1437.0 0273 277.27 070505 Y 1504.0 0277 83.70 070605 Y 1519.0 0278 172.82 070705 Y 1520.0 0281 122.90 062805 Y 1550.0 0282 62.87 072205 Y 1554.0 0283 141.23 072705 Y 1606.0 0284 77.72 062705 Y 1585.0 0286 62.62 112204 N 1635.0 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 08/26/05 EST. NO.21 TIME 08:10 AM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0287 134.38 080305 Y 1663.0 0288 674.16 072805 Y 1670.0 0289 42.66 072705 Y 1640.0 0297 64.54 080505 Y 1722.0 009 0106 2,223.43 E.W. @ F.A.(+) 052505 N 1324 0 0111 355.27 061805 N 1401 0 0112 373.16 062105 N 1458 0 0114 181.24 063005 N 1460 0 0115 292.58 063005 N 1461 0 0116 2,833.88 070705 N 1462 0 0117 817.95 070805 N 1463 0 0118 1,278.87 071105 N 1464 0 0119 2,120.21 070605 N 1465 0 0120 978.00 071305 N 1572 0 0121 650.62 072205 N 1573 0 0122 719.07 041905 N 1070.1 0130 172.56 071305 N 1572.1 011 0069 950.80 E.W. @ F.A.(+) 072205 Y 1542.0 0070 1,018.00 072905 Y 1608.0 0071 1,193.20 080505 Y 1664.0 013 0025 77.00 E.W. @ F.A.(+) 051905 Y 1259.1 0026 297.25 080105 Y 1654.0 0027 258.32 080205 Y 1658.0 0028 828.14 060805 N 1609.0 0029 1,240.41 060905 N 1610.0 0030 502.65 061505 N 1611.0 0031 846.91 062205 N 1612.0 0032 979.90 062305 N 1613.0 0033 1,414.02 071105 N 1614.0 0034 1,397.44 071805 N 1615.0 014 0119 1,050.16 E.W. @ F.A.(+) 062805 N 1688.0 016 0016 1,052.29 E.W. @ F.A.(+) 121004 N 1633.0 0017 53.33 122004 N 1634.0 019 0019 57.50 E.W. @ F.A.(+) 070105 Y 1514.0 022 0050 171.08 E.W. @ F.A.(+) 072005 Y 1561.0 0051 542.56 120104 N 1488.0 0053 5,639.82 042604 N 1627.0 0054 5,147.73 042804 N 1628.0 0055 238.92 110104 N 1629.0 025 0017 28.86 E.W. @ F.A.(+) 070805 Y 1522.0 0019 450.51 071105 Y 1541.0 0020 498.23 072005 Y 1563.0 0021 531.76 071905 Y 1566.0 0022 2,852.07 053105 Y 1596.0 0023 794.72 100604 N 1621.0 0024 399.94 101104 N 1622.0 0025 66.66 101304 N 1623.0 0026 222.07 100504 N 1624.0 0027 32,557.96 A.C. @ L.S.(+) 082205 N 27 0 027 0059 406.69 E.W. @ F.A.(+) 051605 Y 1237.1 0060 935.06 061405 Y 1544.0 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 08/26/05 EST. NO.21 TIME 08:10 AM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- 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 348.56 062405 Y 1548.0 0063 751.59 110104 N 1626.0 031 0070 326.65 E.W. @ F.A.(+) 071205 Y 1507.0 0071 1,518.58 072505 Y 1603.0 0072 876.54 072605 Y 1667.0 034 0030 423.68 E.W. @ F.A.(+) 072205 Y 1587.0 037 0023 897.60 E.W. @ F.A.(+) 051005 Y 1205.1 0024 1,458.60 051605 Y 1240.1 0025 1,919.94 061505 Y 1428.0 0026 1,059.66 061705 Y 1429.0 0027 807.38 062005 Y 1430.0 0028 1,028.50 060905 Y 1432.1 0029 1,271.60 061005 Y 1453.1 0030 448.80 060805 Y 1360.1 0031 732.03 080205 Y 1674.0 0032 2,462.22 080105 Y 1672.0 0033 2,675.20 072705 Y 1668.0 0034 532.08 072605 Y 1639.0 040 0010 114,841.83 E.W. @ L.S.(+) 081805 N 10 0 0011 119,834.50 E.W. @ U.P (+) 072005 N 11 0 0012 6,081.00 E.W. @ L.S.(+) 042005 N 12 0 046 0107 189.62 E.W. @ F.A.(+) 062905 Y 1455.0 0109 1,039.63 063005 Y 1457.1 0111 252.02 062805 Y 1538.0 0112 284.49 062405 Y 1547.0 0113 209.71 072105 Y 1555.0 0114 1,946.88 071905 Y 1567.0 0115 1,019.60 042905 Y 1580.0 0116 364.63 051605 Y 1581.0 0117 341.93 052605 Y 1582.0 0118 341.93 052705 Y 1583.0 0119 106.78 053105 Y 1584.0 0120 3,139.88 091504 Y 1589.0 0121 1,081.24 072905 Y 1653.0 0122 1,277.83 080305 Y 1661.0 0123 198.31 080305 Y 1662.0 0124 1,345.69 072805 Y 1669.0 0125 1,306.14 072905 Y 1671.0 0126 2,460.71 072705 Y 1643.0 0127 589.78 072705 Y 1644.0 070 0001 608.72 E.W. @ F.A.(+) 102804 N 1616.0 0002 39.49 110404 N 1617.0 0003 125.24 112204 N 1618 0 0005 67.46 110104 N 1620.0 078 0022 728.30 E.W. @ F.A.(+) 071205 Y 1498.0 0023 280.81 070105 Y 1551.0 079 0011 3,093.20 E.W. @ F.A.(+) 072205 Y 1588.0 0012 2,011.24 072905 Y 1648.0 0013 5,032.00 072305 Y 1638.0 083 0004 68.69 E.W. @ F.A.(+) 061405 Y 1374.0 0005 387.27 061605 Y 1546.0 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 08/26/05 EST. NO.21 TIME 08:10 AM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 088 0013 4,311.53 A.C. @ F.A.(+) 062005 N 1396 0 0015 1,471.01 063005 N 1466 0 0016 1,628.08 070105 N 1467 0 0017 2,206.41 071205 N 1468 0 0018 987.13 062105 N 1395.1 0019 7,056.91 061705 N 1394.2 0020 190.11 061705 N 1394.3 0021 4,410.50 061605 N 1393.1 0022 2,924.99 061505 N 1392.1 0023 4,762.38 061405 N 1391.1 0024 4,027.27 061305 N 1390.1 0025 5,530.16 061005 N 1389.2 0026 303.97 061005 N 1389.3 0027 2,704.69 060905 N 1388.2 0028 378.85 060905 N 1388.3 0030 4,256.60 071405 N 1569 0 0031 4,700.16 071505 N 1570 0 0033 1,170.21 060205 Y 1543.1 108 0012 445.41 E.W. @ F.A.(+) 031605 Y 0930.1 0013 601.30 030805 Y 0886.2 0014 1,793.27 030905 Y 0889.3 0015 422.90 030905 Y 0889.4 0017 252.49 031605 Y 0916.1 0018 385.79 031405 Y 0921.1 0019 393.89 031105 Y 0924.1 0020 908.80 030805 Y 0925.1 0021 2,508.85 031505 Y 0926.1 0022 41.42 031605 Y 0930.2 0023 783.17 032405 Y 0987.1 113 0013 963.32 E.W. @ F.A.(+) 071905 Y 1565.0 0014 173.20 071805 Y 1578.0 120 0002 177,399.00 E.W. @ F.A.(+) 071905 N 0002 0 0003 6,532.00 071905 N 0003 0 122 0002 533.39 E.W. @ F.A.(+) 072105 Y 1556.0 0003 1,606.15 071305 Y 1594.0 0004 1,004.49 072205 Y 1595.0 0005 3,167.99 051805 N 1656.0 0006 1,286.95 072505 Y 1665.0 129 0011 334.62 E.W. @ F.A.(+) 060605 Y 1361.1 130 0007-1 -268.04 E.W. @ F.A.(+) 061405 Y 1375.0 DAO CORRECTING ENTRY 0007-2 536.08 061405 Y 1375.0 DAO CORRECTING ENTRY 0014 134.40 070505 Y 1517.0 0015 230.71 070702 Y 1521.0 0016 92.95 071905 Y 1564.0 144 0001 114,284.12 A.C. @ L.S.(+) 071005 N 0001 0 768,016.57 TOTAL THIS ESTIMATE 6,726,469.87 TOTAL PREVIOUS ESTIMATE 7,494,486.44 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 08/26/05 EST. NO.21 TIME 08:10 AM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FAILED GRADATION -309.60 03 CONC NON-COMPLIANCE -28,270.36 04 CIDH PILES FOR BENTS -30,000.00 05 BENT 2 & 11 CONCRETE -17,221.99 06 BENT 9 CIDH CONCRETE -2,369.60 06 CONC. NON-COMPLIANCE 28,270.36 06 AC @ RIVERCREST -4,518.53 07 BENT 10 & 11 @ NWC C -40,672.42 07 BENT 2 @ CCD CONCRET -16,024.45 07 BENT 10 & 11 NWC C 40,672.42 08 BENT 10 PILE -24,309.56 08 BENT 11 @ NWC -16,362.86 08 BENT 11 ANOMALY PE 5 25,000.00 08 BENT 2 @ CCD CONCRET 16,024.45 08 BENT 12 ANOMALY -5,175.60 09 BENT 7 NW CONN CIDH -4,656.00 10 BENT 8 NW CONN CIDH -10,658.00 10 BENT 4 CIDH ANOMALIE -35,943.69 11 FAILED AGGREGATES -941.04 11 MISSING CONC CERTS -35,234.00 11 BENT 15 NWC CIDH ANO -16,578.80 12 BENT 17 NWC FAIL AG -1,152.00 12 BENT #16 NWC CIDH AN -53,724.07 14 BENT 17 NWC OF AGGRE -769.04 16 BENT 25 NWC OF AGGRE -1,879.20 16 MISSING CONC CERTS 35,234.00 16 SWPPP VIOLATION -1,255,718.19 16 SWPPP VIOLATION 1,255,718.19 17 CONC. ROCK POCKETS -40,120.00 18 PCCP AG-OUT OF COMP. -390.54 20 SHOTCRETE -89,250.00 20 CONC @ RW 47D -220.18 21 ROCK POCK RW 215-21A -6,083.55 21 SHOTCRETE 89,250.00 21 82,946.27 -248,383.85 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -10,000.00 02 MISSING PAYROLL -10,000.00 03 MISSING DOCUMENTS 10,000.00 06 MISSING PAYROLL 10,000.00 06 MISSING DOCUMENTS -5,000.00 12 MISSING DOCUMENTS -5,000.00 16 0.00 -10,000.00 TOTAL DEDUCTIONS 82,946.27 -258,383.85 PROGRAM CAS145 PAGE 1 DATE 08/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:10 AM ESTIMATE NO. 21 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/26/05 LOCATION RERUN PROGRESS ESTIMATE 08-RIV-215-R37.7/43.9 ----------------------- 08-RIV-91-20.3/21.6 WASHINGTON/OBAYASHI IN RIVERSIDE COUNTY IN RIVERSIDE 08-RIV-60-11.5/13.7 P.O. BOX 600 AND MORENO VALLEY AT VARIOUS HIGHLAND, CA 92346 LOCATIONS FED. AID NO. ACNH-215 -1(219)92N,I-215 -1(219)92N,ACNH-X065(80)N WIDEN EXISTING FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 CHANGEABLE MESSAGE SIGN SYSTEM LS 110,000.0000 110,000.00 0.000 0.00 02 COMMUNICATIONS HUB ASSEMBLY LS 255,000.0000 255,000.00 0.000 0.00 03 MICROWAVE WIRELESS DETECTION SENSOR EA 15,000.0000 90,000.00 0.000 0.00 SYSTEM 04 COMMUNICATION HUB STRUCTURE LS 30,000.0000 30,000.00 0.000 0.00 05 MODIFY FIBER OPTIC COMMUNICATION SYSTEM LS 800,000.0000 800,000.00 0.031 24,800.00 0.100 80,000.00 06 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.600 12,000.00 07 TIME-RELATED OVERHEAD WDAY 6,900.0000 4,968,000.00 22.000 151,800.00 344.000 2,373,600.00 08 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 272,500.00 21.330 533.25 4,512.100 112,802.50 09 TEMPORARY FENCE (TYPE ESA) M 75.0000 132,000.00 0.000 0.00 10 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 0.750 7,500.00 PREVENTION PLAN 11 WATER POLLUTION CONTROL LS 500,000.0000 500,000.00 0.056 28,000.00 0.476 238,000.00 12 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.635 63,500.00 13 TRAFFIC CONTROL SYSTEM LS 1000,000.0000 1,000,000.00 0.010 10,000.00 0.670 670,000.00 S) 14 TYPE II BARRICADE EA 35.0000 3,255.00 40.000 1,400.00 S) 15 TYPE III BARRICADE EA 65.0000 3,705.00 86.000 5,590.00 S) 16 TEMPORARY PAVEMENT MARKING M2 30.0000 6,000.00 216.530 6,495.90 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6500 98,150.00 1,165.000 757.25 85,378.750 55,496.19 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 28.0000 43,680.00 719.000 20,132.00 S) 19 FLASHING BEACON (PORTABLE) EA 1,200.0000 9,600.00 2.000 2,400.00 S) 20 TEMPORARY PAVEMENT MARKER EA 3.5000 140,700.00 140.000 490.00 25,364.000 88,774.00 S) 21 PORTABLE CHANGEABLE MESSAGE SIGN EA 6,000.0000 66,000.00 6.200 37,200.00 S) 22 TEMPORARY RAILING (TYPE K) M 24.0000 1,660,800.00 353.690 8,488.56 30,543.880 733,053.12 S) PROGRAM CAS145 PAGE 2 DATE 08/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:10 AM ESTIMATE NO. 21 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/26/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 140.0000 201,600.00 12.000 1,680.00 829.000 116,060.00 S) 24 TEMPORARY TRAFFIC SCREEN M 2.7000 178,470.00 1,811.230 4,890.32 20,558.760 55,508.65 S) 25 ABANDON INLET EA 1,000.0000 26,000.00 5.000 5,000.00 26 ABANDON PIPELINE M 29.0000 64,960.00 196.540 5,699.66 654.330 18,975.57 27 OBLITERATE SURFACING M2 1.3000 176,800.00 234.000 304.20 13,166.440 17,116.37 28 REMOVE CHAIN LINK FENCE M 17.0000 157,930.00 152.000 2,584.00 8,548.050 145,316.85 29 REMOVE MARKER EA 20.0000 400.00 0.000 0.00 30 REMOVE METAL BEAM GUARD RAILING M 22.0000 133,320.00 6.500 143.00 5,632.060 123,905.32 31 REMOVE TRAFFIC STRIPE M 1.5000 64,050.00 40.260 60.39 39,242.810 58,864.22 32 REMOVE TRAFFIC STRIPE (YELLOW) M 2.0000 70,800.00 127.000 254.00 13,679.700 27,359.40 33 REMOVE PAINTED TRAFFIC STRIPE M 1.5000 232,500.00 701.000 1,051.50 16,485.510 24,728.27 34 REMOVE PAINTED PAVEMENT MARKING M2 30.0000 5,700.00 235.230 7,056.90 35 REMOVE PAVEMENT MARKER EA 1.0000 26,100.00 48.000 48.00 21,433.000 21,433.00 36 REMOVE ROADSIDE SIGN EA 100.0000 39,000.00 36.000 3,600.00 37 REMOVE SIGN STRUCTURE EA 3,000.0000 156,000.00 30.500 91,500.00 38 REMOVE SIGN PANEL EA 350.0000 1,400.00 0.000 0.00 39 REMOVE PIPE M 70.0000 243,600.00 62.900 4,403.00 947.360 66,315.20 40 REMOVE INLET EA 540.0000 64,800.00 2.000 1,080.00 28.000 15,120.00 41 REMOVE HEADWALL EA 540.0000 28,620.00 29.000 15,660.00 42 REMOVE MANHOLE EA 700.0000 11,900.00 15.000 10,500.00 43 REMOVE RETAINING WALL M3 23.0000 50,140.00 863.200 19,853.60 44 REMOVE CONCRETE DECK SURFACE M2 25.0000 2,125.00 0.000 0.00 45 REMOVE DELINEATOR EA 15.0000 1,500.00 0.000 0.00 46 SALVAGE FENCE (CHAIN LINK) M 20.0000 128,000.00 530.000 10,600.00 47 SALVAGE METAL BEAM GUARD RAILING M 25.0000 22,250.00 388.320 9,708.00 48 RECONSTRUCT CHAIN LINK FENCE M 40.0000 6,800.00 0.000 0.00 49 RESET MARKER EA 40.0000 560.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 08/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:10 AM ESTIMATE NO. 21 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/26/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 RESET ROADSIDE SIGN EA 150.0000 25,500.00 3.000 450.00 51 RELOCATE ROADSIDE SIGN EA 250.0000 42,500.00 18.500 4,625.00 52 ADJUST PIPE INLET TO GRADE EA 1,000.0000 2,000.00 0.000 0.00 53 MODIFY INLET EA 1,000.0000 3,000.00 0.000 0.00 54 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.6000 119,200.00 11,399.170 18,238.67 S) (45 MM MAXIMUM) 55 REMOVE CONCRETE (CHANNEL) M3 75.0000 84,000.00 1.720 129.00 595.070 44,630.25 56 REMOVE CONCRETE BARRIER M 35.0000 234,500.00 1,564.800 54,768.00 57 PREPARE CONCRETE BRIDGE DECK SURFACE M2 40.0000 1,720.00 0.000 0.00 58 CLEAN BRIDGE DECK M2 3.0000 32,280.00 0.000 0.00 59 REMOVE CONCRETE STAIRWAY LS 1,000.0000 1,000.00 1.000 1,000.00 60 REMOVE CONCRETE (MISCELLANEOUS) M3 50.0000 58,000.00 118.800 5,940.00 1,278.390 63,919.50 61 REMOVE SOUND WALL M2 20.0000 78,200.00 2,208.010 44,160.20 62 CAP INLET EA 500.0000 22,500.00 2.000 1,000.00 63 REMOVE CRASH CUSHION EA 150.0000 1,800.00 9.000 1,350.00 64 BRIDGE REMOVAL LS 650,000.0000 650,000.00 0.388 252,200.00 65 BRIDGE REMOVAL (PORTION) LS 100,000.0000 100,000.00 0.008 800.00 0.186 18,600.00 66 PUMP STATION REMOVAL LS 18,000.0000 18,000.00 0.500 9,000.00 67 CLEARING AND GRUBBING LS 170,000.0000 170,000.00 1.000 170,000.00 68 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 0.010 1,000.00 0.814 81,400.00 69 BINDER (DUST PALLIATIVE) TONN 2,650.0000 132,500.00 0.000 0.00 70 ROADWAY EXCAVATION M3 12.0900 8,487,180.00 12,509.910 151,244.81 229,510.100 2,774,777.11 71 LEAD COMPLIANCE PLAN LS 30,000.0000 30,000.00 0.750 22,500.00 72 STRUCTURE EXCAVATION (BRIDGE) M3 75.0000 2,392,500.00 2,631.000 197,325.00 17,629.000 1,322,175.00 F) 73 STRUCTURE EXCAVATION (TYPE D) M3 15.0000 9,750.00 0.000 0.00 F) 74 STRUCTURE EXCAVATION (PUMPING PLANT) M3 45.0000 47,700.00 1,060.000 47,700.00 F) 75 STRUCTURE BACKFILL (PUMPING PLANT) M3 40.0000 22,400.00 504.000 20,160.00 F) 76 STRUCTURE EXCAVATION (RETAINING WALL) M3 30.0000 2,268,090.00 3,342.100 100,263.00 37,410.300 1,122,309.00 F) PROGRAM CAS145 PAGE 4 DATE 08/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:10 AM ESTIMATE NO. 21 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/26/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURE BACKFILL (BRIDGE) M3 50.0000 1,090,000.00 372.000 18,600.00 5,108.000 255,400.00 F) 78 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 2,250,990.00 510.000 17,850.00 16,650.800 582,778.00 F) 79 PERVIOUS BACKFILL MATERIAL (RETAINING M3 35.0000 24,850.00 16.000 560.00 F) WALL) 80 SAND BACKFILL M3 70.0000 58,100.00 55.500 3,885.00 217.630 15,234.10 81 DITCH EXCAVATION M3 20.0000 50,000.00 76.500 1,530.00 234.650 4,693.00 82 EARTH RETAINING STRUCTURE M2 265.0000 2,456,550.00 1,054.000 279,310.00 F) 83 SOIL NAIL ASSEMBLY M 46.0000 1,855,824.00 13,717.000 630,982.00 F) 84 IMPORTED BORROW M3 0.0100 2,650.00 2,568.100 25.68 85 HIGHWAY PLANTING LS 220,000.0000 220,000.00 0.107 23,540.00 S) 86 ROCK BLANKET (TYPE 1) M2 56.0000 1,568,000.00 0.000 0.00 S) 87 INTERLOCKING PAVERS M2 75.0000 40,500.00 0.000 0.00 S) 88 EROSION CONTROL (BLANKET) M2 4.0000 20,800.00 0.000 0.00 89 STRAW (EROSION CONTROL) TONN 370.0000 118,400.00 0.000 0.00 S) 90 FIBER (EROSION CONTROL) KG 0.8500 54,400.00 0.000 0.00 S) 91 PURE LIVE SEED (EROSION CONTROL) KG 75.0000 120,000.00 0.000 0.00 S) 92 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.2500 30,000.00 0.000 0.00 S) 93 STABILIZING EMULSION (EROSION CONTROL) KG 2.3000 32,200.00 0.000 0.00 S) 94 TRANSPLANT PALM TREE EA 1,850.0000 33,300.00 0.000 0.00 95 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 0.000 0.00 S) 96 IRRIGATION SYSTEM LS 190,000.0000 190,000.00 0.051 9,690.00 S) 97 NPS 3 SUPPLY LINE (BRIDGE) M 150.0000 70,950.00 236.430 35,464.50 98 300 MM CORRUGATED STEEL PIPE CONDUIT M 85.0000 22,100.00 21.930 1,864.05 315.790 26,842.15 S) (1.63 MM THICK) 99 300 MM WELDED STEEL PIPE CONDUIT M 155.0000 24,800.00 0.000 0.00 S) (6.35 MM THICK) 00 EXTEND 300 MM CONDUIT M 220.0000 7,700.00 0.000 0.00 S) 01 MAINTENANCE VEHICLE PULLOUT EA 3,500.0000 112,000.00 0.000 0.00 02 FINISHING ROADWAY LS 150,000.0000 150,000.00 0.000 0.00 03 CLASS 1 AGGREGATE SUBBASE M3 32.0000 2,892,800.00 1,535.230 49,127.36 7,815.240 250,087.68 PROGRAM CAS145 PAGE 5 DATE 08/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:10 AM ESTIMATE NO. 21 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/26/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CLASS 2 AGGREGATE BASE M3 40.0000 2,912,000.00 1,682.810 67,312.40 13,438.840 537,553.60 05 AGGREGATE BASE (APPROACH SLAB) M3 160.0000 13,920.00 0.000 0.00 06 LEAN CONCRETE BASE M3 134.0000 3,296,400.00 1,597.900 214,118.60 2,458.510 329,440.34 07 ASPHALT TREATED PERMEABLE BASE M3 105.0000 57,750.00 629.330 66,079.65 08 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 375.0000 4,125.00 0.000 0.00 09 ASPHALT CONCRETE (TYPE A, BOND BREAKER) TONN 75.0000 96,000.00 0.000 0.00 10 ASPHALT CONCRETE (TYPE B) TONN 50.0000 20,000.00 18.620 931.00 11 ASPHALT CONCRETE (TYPE A) TONN 44.5000 9,033,500.00 212.190 9,442.46 28,836.040 1,283,203.78 12 ASPHALT CONCRETE (OPEN GRADED) TONN 42.5000 1,075,250.00 0.000 0.00 13 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 22.0000 512,600.00 21.290 468.38 288.440 6,345.68 AREA) 14 PLACE ASPHALT CONCRETE DIKE M 4.0000 67,200.00 955.000 3,820.00 955.000 3,820.00 (TYPE A,C,E,F) 15 ASPHALTIC EMULSION (PAINT BINDER) TONN 300.0000 210,000.00 0.000 0.00 16 CONCRETE PAVEMENT M3 189.0000 7,541,100.00 578.440 109,325.16 17 CONCRETE PAVEMENT (RAMP TERMINI) M3 190.0000 459,800.00 0.000 0.00 18 REPLACE CONCRETE PAVEMENT M3 830.0000 1,369,500.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 19 SEAL PAVEMENT JOINT M 6.1000 305,000.00 0.000 0.00 20 SEAL LONGITUDINAL ISOLATION JOINT M 17.0000 132,600.00 0.000 0.00 21 GRIND EXISTING CONCRETE M2 10.0000 75,100.00 80.000 800.00 S) PAVEMENT 22 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 310.0000 230,020.00 525.270 162,833.70 S) PILING 23 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 475.0000 539,125.00 1,185.800 563,255.00 S) PILING 24 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 2,440.0000 197,640.00 0.000 0.00 S) PILING 25 3.6 M CAST-IN-DRILLED-HOLE CONCRETE M 5,000.0000 5,380,000.00 24.900 124,500.00 1,010.450 5,052,250.00 S) PILING 26 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 1,960.0000 425,320.00 0.000 0.00 S) PILING 27 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 2,800.0000 207,200.00 0.000 0.00 S) PILING 28 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 4,200.0000 189,000.00 11.200 47,040.00 44.820 188,244.00 S) PILING 29 4.0 M CAST-IN-DRILLED-HOLE CONCRETE M 7,180.0000 825,700.00 132.440 950,919.20 S) PILING 30 FURNISH PILING (CLASS 625) M 63.0000 109,494.00 204.420 12,878.46 204.420 12,878.46 (ALTERNATIVE X) PROGRAM CAS145 PAGE 6 DATE 08/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:10 AM ESTIMATE NO. 21 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/26/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 DRIVE PILE (CLASS 625) EA 1,500.0000 195,000.00 12.000 18,000.00 12.000 18,000.00 S) (ALTERNATIVE X) 32 FURNISH PILING (CLASS 625) M 105.0000 124,425.00 558.000 58,590.00 (ALTERNATIVE V) 33 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 1,500.0000 136,500.00 85.000 127,500.00 S) 34 300 MM CAST-IN-DRILLED-HOLE CONCRETE M 275.0000 33,000.00 0.000 0.00 S) PILING (SOUND WALL) 35 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 110.0000 484,000.00 3,048.595 335,345.45 S) PILING (SOUND WALL) 36 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 315.0000 66,150.00 0.000 0.00 S) PILING (TYPE 5 MODIFIED) 37 PRESTRESSING CAST-IN-PLACE CONCRETE LS 2000,000.0000 2,000,000.00 0.133 266,000.00 S) 38 TIEBACK ANCHOR EA 2,600.0000 566,800.00 155.000 403,000.00 S) 39 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 175.0000 885,500.00 185.000 32,375.00 1,852.800 324,240.00 F) 40 STRUCTURAL CONCRETE, BRIDGE M3 445.0000 23,340,250.00 1,566.000 696,870.00 12,048.000 5,361,360.00 F) 41 STRUCTURAL CONCRETE, RETAINING WALL M3 340.0000 8,645,520.00 779.500 265,030.00 7,526.100 2,558,874.00 F) 42 STRUCTURE CONCRETE (PUMPING PLANT) M3 700.0000 140,000.00 194.000 135,800.00 F) 43 STRUCTURAL CONCRETE, BARRIER SLAB M3 300.0000 336,000.00 110.000 33,000.00 F) 44 STRUCTURAL CONCRETE, APPROACH SLAB M3 480.0000 1,089,600.00 116.000 55,680.00 (TYPE N) 45 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 688,000.00 0.000 0.00 (TYPE R) 46 JACKING SUPERSTRUCTURE LS 20,000.0000 20,000.00 0.000 0.00 47 CLASS A CONCRETE (STRUCTURE) M3 380.0000 1,447,800.00 21.960 8,344.80 1,392.380 529,104.40 48 CLASS 3 CONCRETE (BACKFILL) M3 180.0000 72,000.00 0.000 0.00 F) 49 MINOR CONCRETE (MINOR STRUCTURE) M3 900.0000 1,341,000.00 14.460 13,014.00 360.074 324,066.60 F) 50 MINOR CONCRETE (STAIRWAY) M3 1,200.0000 55,200.00 5.000 6,000.00 5.000 6,000.00 F) 51 PAVING NOTCH EXTENSION M3 8,700.0000 95,700.00 0.000 0.00 52 PLASTER FINISH M2 190.0000 15,770.00 0.000 0.00 F) 53 FRACTURED RIB TEXTURE M2 75.0000 790,500.00 267.000 20,025.00 2,875.000 215,625.00 F) 54 SPLITFACE RUNNING BOND TEXTURE M2 85.0000 842,265.00 0.000 0.00 F) 55 FRACTURED RIB SPLIT SLATE TEXTURE M2 75.0000 1,088,325.00 1,343.000 100,725.00 2,064.000 154,800.00 F) 56 BEAR RELIEF TEXTURE M2 195.0000 90,675.00 0.000 0.00 F) 57 DRILL AND BOND DOWEL M 65.0000 39,000.00 1.500 97.50 48.000 3,120.00 PROGRAM CAS145 PAGE 7 DATE 08/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:10 AM ESTIMATE NO. 21 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/26/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,200.0000 202,800.00 0.000 0.00 S) GIRDER (5 M - 10 M) 59 FURNISH PRECAST PRESTRESSED CONCRETE EA 6,600.0000 336,600.00 0.000 0.00 S) GIRDER (10 M - 15 M) 60 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,600.0000 494,000.00 0.000 0.00 S) GIRDER (15 M - 20 M) 61 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,700.0000 554,400.00 0.000 0.00 S) GIRDER (20 M - 25 M) 62 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,500.0000 66,500.00 0.000 0.00 S) GIRDER (25 M - 30 M) 63 FURNISH PRECAST PRESTRESSED CONCRETE EA 14,000.0000 98,000.00 0.000 0.00 S) GIRDER (30 M - 35 M) 64 ERECT PRECAST PRESTRESSED CONCRETE EA 1,400.0000 337,400.00 0.000 0.00 S) GIRDER 65 REFINISH BRIDGE DECK M2 200.0000 4,200.00 0.000 0.00 66 FURNISH POLYESTER CONCRETE OVERLAY M3 2,500.0000 7,500.00 0.000 0.00 67 PLACE POLYESTER CONCRETE OVERLAY M2 75.0000 3,225.00 0.000 0.00 F) 68 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 130.0000 1,564,420.00 3,223.000 418,990.00 SF) 69 SOUND WALL (MASONRY BLOCK) M2 115.0000 48,300.00 0.000 0.00 SF) 70 PTFE SPHERICAL BEARING EA 5,500.0000 99,000.00 0.000 0.00 S) 71 MASONRY BLOCK WALL M2 125.0000 13,750.00 0.000 0.00 SF) 72 JOINT SEAL (MR 30 MM) M 125.0000 39,375.00 0.000 0.00 S) 73 JOINT SEAL ASSEMBLY (MR 70 MM) M 410.0000 5,740.00 0.000 0.00 S) 74 JOINT SEAL ASSEMBLY (MR 80 MM) M 435.0000 23,055.00 0.000 0.00 S) 75 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,500.0000 94,500.00 0.000 0.00 S) 76 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 2,100.0000 29,400.00 0.000 0.00 S) 77 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 3,000.0000 330,000.00 0.000 0.00 S) 78 JOINT SEAL (MR 40 MM) M 155.0000 38,750.00 0.000 0.00 S) 79 JOINT SEAL (MR 50 MM) M 175.0000 107,625.00 0.000 0.00 S) 80 BAR REINFORCING STEEL KG 1.2000 326,730.00 1,706.000 2,047.20 156,983.410 188,380.09 SF) 81 BAR REINFORCING STEEL (BRIDGE) KG 1.3200 12,466,212.00 505,611.000 667,406.52 3,966,877.580 5,236,278.41 S) 82 BAR REINFORCING STEEL (RETAINING WALL) KG 1.4500 3,059,892.95 15,034.000 21,799.30 690,014.000 1,000,520.30 SF) 83 BAR REINFORCING STEEL (PUMPING PLANT) KG 1.2000 35,400.00 30,218.000 36,261.60 SF) 84 SHOTCRETE M3 425.0000 808,775.00 721.000 306,425.00 F) PROGRAM CAS145 PAGE 8 DATE 08/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:10 AM ESTIMATE NO. 21 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/26/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 ASPHALT MEMBRANE WATERPROOFING M2 80.0000 3,280.00 0.000 0.00 SF) 86 TREAT BRIDGE DECK M2 4.0000 43,020.00 0.000 0.00 F) 87 FURNISH BRIDGE DECK TREATMENT MATERIAL L 38.0000 166,326.00 0.000 0.00 (LOW ODOR) 88 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 6.5000 20,800.00 0.000 0.00 SF)WITH WALKWAY) 89 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.5000 11,200.00 0.000 0.00 SF)WITH WALKWAY) 90 FURNISH SIGN STRUCTURE (TUBULAR) KG 4.6000 1,542,978.00 0.000 0.00 SF) 91 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.6300 211,320.90 0.000 0.00 SF) 92 FURNISH SIGN STRUCTURE (TRUSS) KG 4.9000 323,498.00 0.000 0.00 SF) 93 INSTALL SIGN STRUCTURE (TRUSS) KG 0.8500 56,117.00 0.000 0.00 SF) 94 920 MM CAST-IN-DRILLED-HOLE M 1,200.0000 804,000.00 21.000 25,200.00 S) CONCRETE PILE (SIGN FOUNDATION) 95 1070 MM CAST-IN-DRILLED-HOLE M 1,500.0000 45,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 96 METAL (BARRIER MOUNTED SIGN) KG 13.5000 75,870.00 0.000 0.00 97 ROADSIDE SIGN - ONE POST EA 235.0000 72,850.00 0.000 0.00 98 ROADSIDE SIGN - TWO POST EA 575.0000 27,600.00 0.000 0.00 99 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 115.0000 1,265.00 0.000 0.00 METHOD) 00 INSTALL SIGN PANEL ON EXISTING FRAME M2 90.0000 6,300.00 0.000 0.00 01 PREPARE AND PAINT CONCRETE M2 21.5000 213,688.50 0.000 0.00 F) 02 450 MM ALTERNATIVE PIPE CULVERT M 160.0000 156,800.00 70.400 11,264.00 81.400 13,024.00 03 600 MM ALTERNATIVE PIPE CULVERT M 185.0000 79,550.00 146.900 27,176.50 04 750 MM ALTERNATIVE PIPE CULVERT M 210.0000 163,800.00 77.800 16,338.00 05 300 MM REINFORCED CONCRETE PIPE M 175.0000 19,250.00 14.000 2,450.00 55.430 9,700.25 06 450 MM REINFORCED CONCRETE PIPE M 125.0000 638,750.00 143.290 17,911.25 1,953.329 244,166.13 07 600 MM REINFORCED CONCRETE PIPE M 170.0000 151,300.00 13.500 2,295.00 589.570 100,226.90 08 750 MM REINFORCED CONCRETE PIPE M 190.0000 134,900.00 523.470 99,459.30 09 900 MM REINFORCED CONCRETE PIPE M 240.0000 182,400.00 666.500 159,960.00 10 1050 MM REINFORCED CONCRETE PIPE M 295.0000 76,700.00 95.090 28,051.55 11 1200 MM REINFORCED CONCRETE PIPE M 340.0000 23,800.00 270.330 91,912.20 PROGRAM CAS145 PAGE 9 DATE 08/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:10 AM ESTIMATE NO. 21 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/26/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 1275 MM REINFORCED CONCRETE PIPE M 420.0000 37,800.00 196.290 82,441.80 13 1350 MM REINFORCED CONCRETE PIPE M 395.0000 35,550.00 31.600 12,482.00 14 1800 MM REINFORCED CONCRETE PIPE M 545.0000 109,000.00 144.990 79,019.55 15 2100 MM REINFORCED CONCRETE PIPE M 7,200.0000 1,008,000.00 0.000 0.00 (CLASS V SPECIAL) 16 JACKED 1050 MM REINFORCED CONCRETE PIPE M 3,500.0000 735,000.00 43.920 153,720.00 95.920 335,720.00 (CLASS III) 17 JACKED 1500 MM REINFORCED CONCRETE PIPE M 2,100.0000 294,000.00 2.100 4,410.00 141.260 296,646.00 (CLASS III) 18 300 MM CORRUGATED STEEL PIPE M 100.0000 7,200.00 3.120 312.00 (2.01 MM THICK) 19 450 MM CORRUGATED STEEL PIPE M 108.0000 23,760.00 1.500 162.00 23.650 2,554.20 (2.01 MM THICK) 20 600 MM CORRUGATED STEEL PIPE M 130.0000 16,900.00 0.000 0.00 (2.01 MM THICK) 21 750 MM CORRUGATED STEEL PIPE M 195.0000 3,900.00 42.670 8,320.65 (2.01 MM THICK) 22 900 MM CORRUGATED STEEL PIPE M 250.0000 7,500.00 1.350 337.50 27.280 6,820.00 (3.51 MM THICK) 23 1800 MM CORRUGATED STEEL PIPE M 420.0000 38,640.00 48.930 20,550.60 91.610 38,476.20 (3.51 MM THICK) 24 450 MM SLOTTED CORRUGATED STEEL PIPE M 280.0000 53,200.00 0.000 0.00 (2.01 MM THICK) 25 80 MM PLASTIC PIPE (EDGE DRAIN) M 120.0000 13,200.00 217.030 26,043.60 26 80 MM PLASTIC PIPE SLOTTED (EDGE DRAIN) M 35.0000 39,550.00 648.200 22,687.00 27 200 MM CORRUGATED STEEL PIPE DOWNDRAIN M 130.0000 6,500.00 0.000 0.00 (1.63 MM THICK) 28 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 128.0000 19,200.00 0.000 0.00 (1.63 MM THICK) 29 200 MM ENTRANCE TAPER EA 675.0000 675.00 0.000 0.00 30 300 MM ENTRANCE TAPER EA 750.0000 5,250.00 0.000 0.00 31 200 MM DOWNDRAIN SLIP JOINT EA 240.0000 240.00 0.000 0.00 32 300 MM DOWNDRAIN SLIP JOINT EA 290.0000 870.00 0.000 0.00 33 200 MM ANCHOR ASSEMBLY EA 250.0000 250.00 0.000 0.00 34 300 MM ANCHOR ASSEMBLY EA 290.0000 1,160.00 0.000 0.00 35 GRATED LINE DRAIN M 190.0000 123,500.00 0.000 0.00 36 300 MM CORRUGATED STEEL PIPE RISER M 4,500.0000 9,000.00 2.500 11,250.00 (2.01 MM THICK) 37 450 MM CORRUGATED STEEL PIPE RISER M 1,900.0000 5,700.00 0.000 0.00 (2.77 MM THICK) 38 900 MM CORRUGATED STEEL PIPE RISER M 1,300.0000 36,400.00 1.100 1,430.00 8.570 11,141.00 (3.51 MM THICK) PROGRAM CAS145 PAGE 10 DATE 08/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:10 AM ESTIMATE NO. 21 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/26/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 413 MM WELDED STEEL PIPE CASING (BRIDGE) M 350.0000 51,100.00 0.000 0.00 (NATURAL GAS) 40 508 MM WELDED STEEL PIPE CASING (BRIDGE) M 425.0000 44,625.00 0.000 0.00 (NATURAL GAS) 41 610 MM WELDED STEEL PIPE CASING (BRIDGE) M 240.0000 35,280.00 0.000 0.00 42 300 MM ALTERNATIVE FLARED END SECTION EA 1,200.0000 8,400.00 0.000 0.00 43 450 MM ALTERNATIVE FLARED END SECTION EA 1,300.0000 2,600.00 0.000 0.00 44 750 MM ALTERNATIVE FLARED END SECTION EA 1,400.0000 1,400.00 0.000 0.00 45 900 MM DEBRIS RACK CAGE (H = 1.8 M) EA 5,500.0000 11,000.00 0.000 0.00 46 900 MM PRECAST CONCRETE PIPE INLET EA 2,500.0000 47,500.00 6.860 17,150.00 47 900 MM PRECAST CONCRETE PIPE MANHOLE EA 4,200.0000 109,200.00 15.000 63,000.00 48 ROCK SLOPE PROTECTION (1T, METHOD A) M3 75.0000 123,000.00 0.000 0.00 49 ROCK SLOPE PROTECTION M3 245.0000 29,400.00 0.000 0.00 (FACING, METHOD B) 50 ROCK SLOPE PROTECTION M3 850.0000 19,550.00 10.880 9,248.00 (BACKING NO. 2, METHOD B) 51 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 125.0000 8,375.00 72.080 9,010.00 52 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 1,400.0000 5,600.00 0.000 0.00 53 CLASS 3 CONCRETE (CHANNEL LINING) M3 375.0000 236,250.00 0.000 0.00 54 SLOPE PAVING (CONCRETE) M3 360.0000 154,800.00 0.000 0.00 F) 55 SLOPE PAVING (ROCK BLANKET) M2 150.0000 124,500.00 0.000 0.00 F) 56 ROCK SLOPE PROTECTION FABRIC M2 8.2500 10,725.00 152.300 1,256.48 57 MINOR CONCRETE (MISC CONSTRUCTION, CURB, M3 332.0000 1,620,160.00 264.990 87,976.68 1,496.148 496,721.14 CURB AND GUTTER, ISLAND PAVING, DRIVEWAY SIDEWALK, CURB RAMP 58 MINOR CONCRETE (GUTTER) M 65.0000 307,970.00 0.000 0.00 F) 59 DRAINAGE PUMPING EQUIPMENT LS 125,000.0000 125,000.00 0.000 0.00 S) 60 PUMPING PLANT ELECTRICAL EQUIPMENT LS 10,000.0000 10,000.00 0.000 0.00 S) 61 MISCELLANEOUS IRON AND STEEL KG 2.2000 75,198.20 208.000 457.60 4,071.600 8,957.52 SF) 62 MANHOLE FRAME AND COVER EA 210.0000 14,700.00 1.000 210.00 15.000 3,150.00 S) 63 MISCELLANEOUS METAL KG 6.7500 264,735.00 5,897.000 39,804.75 17,690.000 119,407.50 SF)(RESTRAINER - PIPE TYPE) 64 MISCELLANEOUS METAL KG 6.2500 71,562.50 0.000 0.00 SF)(RESTRAINER - CABLE TYPE) PROGRAM CAS145 PAGE 11 DATE 08/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:10 AM ESTIMATE NO. 21 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/26/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 65 MISCELLANEOUS METAL (BRIDGE) KG 6.2500 240,625.00 6,520.000 40,750.00 8,867.000 55,418.75 SF) 66 ISOLATION CASING KG 4.0000 157,200.00 0.000 0.00 SF) 67 PUMPING PLANT METAL WORK KG 13.0000 52,000.00 408.000 5,304.00 SF) 68 CHAIN LINK FENCE (TYPE CL-0.9) M 25.0000 41,500.00 0.000 0.00 S) 69 CHAIN LINK FENCE (TYPE CL-1.8) M 32.0000 492,800.00 1,024.950 32,798.40 S) 70 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 800.0000 7,200.00 0.000 0.00 S) 71 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,200.0000 69,600.00 3.000 3,600.00 S) 72 SURVEY MONUMENT EA 500.0000 30,000.00 0.000 0.00 73 DELINEATOR (CLASS 1) EA 40.0000 8,000.00 0.000 0.00 S) 74 OBJECT MARKER (TYPE L-1) EA 40.0000 640.00 0.000 0.00 S) 75 METAL BEAM GUARD RAILING M 44.0000 411,400.00 68.580 3,017.52 68.580 3,017.52 S) 76 CHAIN LINK RAILING (TYPE 7) M 105.0000 97,545.00 0.000 0.00 S) 77 CHAIN LINK RAILING (TYPE 7L) M 115.0000 26,450.00 0.000 0.00 SF) 78 TUBULAR HANDRAILING M 160.0000 85,120.00 0.000 0.00 SF) 79 TUBULAR HANDRAILING (STAIRWAY) M 160.0000 12,800.00 0.000 0.00 SF) 80 CONCRETE BARRIER (TYPE 25 MODIFIED) M 125.0000 32,000.00 0.000 0.00 F) 81 CONCRETE BARRIER (TYPE 26 MODIFIED) M 360.0000 412,560.00 0.000 0.00 F) 82 DOUBLE THRIE BEAM BARRIER M 65.0000 9,750.00 114.400 7,436.00 S) 83 CABLE RAILING M 22.0000 128,590.00 0.000 0.00 SF) 84 TERMINAL CONNECTOR EA 320.0000 320.00 0.000 0.00 S) 85 TERMINAL SECTION (TYPE C) EA 125.0000 125.00 0.000 0.00 S) 86 END SECTION EA 155.0000 3,565.00 0.000 0.00 S) 87 TRANSITION RAILING (TYPE WB) EA 110.0000 7,370.00 0.000 0.00 S) 88 TERMINAL SYSTEM (TYPE ET) EA 2,700.0000 27,000.00 0.000 0.00 S) 89 TERMINAL SYSTEM (TYPE SRT) EA 2,300.0000 151,800.00 3.000 6,900.00 3.000 6,900.00 S) 90 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 39,600.00 3.000 1,800.00 3.000 1,800.00 S) 91 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 725.0000 10,150.00 0.000 0.00 S) PROGRAM CAS145 PAGE 12 DATE 08/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:10 AM ESTIMATE NO. 21 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/26/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 92 RETURN SECTION EA 105.0000 105.00 0.000 0.00 S) 93 CRASH CUSHION (TYPE CAT) EA 5,700.0000 51,300.00 0.000 0.00 S) 94 CRASH CUSHION (TYPE CAT) BACKUP EA 525.0000 5,250.00 0.000 0.00 S) 95 CRASH CUSHION (ADIEM) EA 19,000.0000 19,000.00 0.000 0.00 S) 96 CONCRETE BARRIER (TYPE 60) M 105.0000 300,300.00 0.000 0.00 97 CONCRETE BARRIER (TYPE 60A) M 120.0000 5,160.00 0.000 0.00 F) 98 CONCRETE BARRIER (TYPE 60C) M 160.0000 235,200.00 0.000 0.00 99 CONCRETE BARRIER (TYPE 60D) M 76.0000 479,408.00 0.000 0.00 F) 00 CONCRETE BARRIER (TYPE 60E) M 440.0000 4,400.00 0.000 0.00 01 CONCRETE BARRIER (TYPE 60G) M 210.0000 6,300.00 0.000 0.00 02 CONCRETE BARRIER (TYPE 60GA) M 210.0000 6,930.00 0.000 0.00 F) 03 CONCRETE BARRIER (TYPE 60GC) M 160.0000 219,200.00 0.000 0.00 04 CONCRETE BARRIER (TYPE 60S) M 105.0000 84,000.00 0.000 0.00 05 CONCRETE BARRIER (TYPE 60SA) M 135.0000 5,400.00 0.000 0.00 F) 06 CONCRETE BARRIER (TYPE 60SC) M 115.0000 142,600.00 0.000 0.00 07 CONCRETE BARRIER (TYPE 60 E MODIFIED) M 750.0000 225,000.00 0.000 0.00 08 CONCRETE BARRIER (TYPE 60 GE MODIFIED) M 300.0000 51,000.00 0.000 0.00 09 CONCRETE BARRIER (TYPE 60 R MODIFIED) M 900.0000 936,000.00 0.000 0.00 10 CONCRETE BARRIER (TYPE 732 MODIFIED) M 220.0000 2,420.00 0.000 0.00 F) 11 CONCRETE BARRIER (TYPE 60 SE MODIFIED) M 420.0000 8,820.00 0.000 0.00 12 CONCRETE BARRIER (TYPE 60D MODIFIED) M 115.0000 62,560.00 0.000 0.00 F) 13 CONCRETE BARRIER (TYPE 732) M 125.0000 97,125.00 0.000 0.00 F) 14 CONCRETE BARRIER (TYPE 732A) M 135.0000 64,125.00 0.000 0.00 F) 15 CONCRETE BARRIER (TYPE 736) M 145.0000 150,510.00 0.000 0.00 F) 16 CONCRETE BARRIER (TYPE 736A) M 148.0000 399,452.00 127.500 18,870.00 F) 17 CONCRETE BARRIER (TYPE 736 MODIFIED) M 185.0000 1,085,025.00 0.000 0.00 F) 18 CONCRETE BARRIER (TYPE 736SV) M 175.0000 222,250.00 734.100 128,467.50 PROGRAM CAS145 PAGE 13 DATE 08/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:10 AM ESTIMATE NO. 21 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/26/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 19 CONCRETE BARRIER (TYPE 736A MODIFIED) M 165.0000 204,600.00 212.000 34,980.00 213.800 35,277.00 20 CONCRETE BARRIER (TYPE 736S) M 195.0000 14,625.00 0.000 0.00 21 CONCRETE BARRIER (TYPE 736B) M 200.0000 13,200.00 50.000 10,000.00 50.000 10,000.00 F) 22 CONCRETE BARRIER (TYPE 736A MODIFIED) M 148.0000 70,300.00 0.000 0.00 F) (RETAINING WALL) 23 CONCRETE BARRIER (TYPE 736B MODIFIED) M 230.0000 5,750.00 0.000 0.00 F) 24 THERMOPLASTIC PAVEMENT MARKING M2 37.0000 67,710.00 0.000 0.00 S) 25 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 87,500.00 0.000 0.00 S) (SPRAYABLE) 26 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 8,800.00 1,461.700 730.85 S) 27 PAINT PAVEMENT MARKING (2-COAT) M2 23.0000 25,990.00 24.400 561.20 S) 28 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 32,550.00 64.000 96.00 S) 29 PAVEMENT MARKER (REFLECTIVE-SPECIAL EA 5.0000 6,700.00 0.000 0.00 S) TYPE H) 30 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2000 82,240.00 188.000 601.60 S) 31 PAVEMENT MARKER (REFLECTIVE-RECESSED) EA 8.0000 8,800.00 0.000 0.00 S) 32 SIGNAL AND LIGHTING (LOCATION 1,2,3,4,5, LS 705,000.0000 705,000.00 0.008 5,640.00 0.013 9,165.00 S) 6,7) 33 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 3,000.0000 6,000.00 0.000 0.00 S) 34 COMMUNICATION CONDUIT (BRIDGE) M 120.0000 48,000.00 0.000 0.00 S) 35 SPRINKLER CONTROL CONDUIT (BRIDGE) M 120.0000 78,840.00 0.460 55.20 SF) 36 ELECTRIC SERVICE (IRRIGATION) LS 4,000.0000 4,000.00 0.000 0.00 S) 37 TRAFFIC MONITORING STATION (LOCATION 1,2 LS 208,000.0000 208,000.00 0.005 1,040.00 0.117 24,336.00 S) 3,4,5,6,7,8,9,10) 38 MODIFY TRAFFIC MONITORING STATION LS 12,000.0000 12,000.00 0.000 0.00 S) INCIDENT 39 TRAFFIC MONITORING STATION INCIDENT LS 30,000.0000 30,000.00 0.048 1,440.00 S) (LOCATION 1,2) 40 CLOSED CIRCUIT TELEVISION SYSTEM LS 410,000.0000 410,000.00 0.014 5,740.00 S) (LOCATION 1,2,3,4,5,6,7,8,9,10,11, 12,13,14) 41 RAMP METERING SYSTEM (LOCATION 1,2,3,4,5 LS 410,000.0000 410,000.00 0.003 1,230.00 S) 6,7,8,9,10,11,12,13,14) 42 MODIFY SIGNAL AND LIGHTING (LOCATION 1,2 LS 1500,000.0000 1,500,000.00 0.052 78,000.00 S) 3,4,5,6,7,8,9,10,11,12) 43 MODIFY LIGHTING AND SIGN ILLUMINATION LS 2200,000.0000 2,200,000.00 0.013 28,600.00 0.133 292,600.00 S) 44 MODIFY COMMUNICATION HUB ASSEMBLY LS 115,000.0000 115,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 14 DATE 08/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:10 AM ESTIMATE NO. 21 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/26/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 45 MODIFY TRAFFIC MANAGEMENT CENTER LS 100,000.0000 100,000.00 0.000 0.00 S) 46 SYSTEM TESTING AND DOCUMENTATION LS 75,000.0000 75,000.00 0.248 18,600.00 S) 48 ENVIRONMENTAL RESTORATION LS 35,000.0000 35,000.00 0.000 0.00 S) 49 TIRE SHRED BACKFILL M3 22.0000 29,018.00 0.000 0.00 PROGRAM CAS145 PAGE 15 DATE 08/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:10 AM ESTIMATE NO. 21 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/26/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,603,646.87 44,145,609.81 ADJUSTMENT OF COMPENSATION 199,863.04 4,739,884.50 EXTRA WORK 568,153.53 2,754,601.94 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,371,663.44 51,640,096.25 47 MOBILIZATION LS 8343,064.9500 18,343,064.95 0.950 17,425,911.70 ORIGINAL CONTRACT AMOUNT 185,955,000.00 TOTAL WORK COMPLETED 4,371,663.44 69,066,007.95 MATERIALS ON HAND ON SITE 2,422,304.38 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 82,946.27 -258,383.85 TOTAL 4,454,609.71 71,229,928.48 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 02/24/04 845 03/10/04 03/10/04 05/18/07 335 30 41 7 34% 37% PROGRESS IS SATISFACTORY LOPEZ, JOE RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 08/26/05