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 08/22/03 EST. NO.26 TIME 07:53 AM R.E. NAME: MARQUEZ, PAMELA J. 10-3404U4 --------------------------------------------------------------------------- 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 0397 150.44 E.W. @ F.A.(+) 071203 N 1572 0 0398 430.11 071403 N 1547 0 0399 430.11 071503 N 1552 0 0400 29.93 071603 N 1558 0 0401 430.72 071703 N 1562 0 0402 376.59 071703 N 1608 0 0403 404.01 071803 N 1567 0 0404 390.87 072103 N 1584 0 0405 410.54 072203 N 1586 0 0406 401.40 072403 N 1596 0 0407 410.54 072503 N 1618 0 0408 423.77 072803 N 1630 0 0409 448.55 072903 N 1635 0 0410 385.68 073103 N 1648 0 0411 401.40 080103 N 1661 0 0412 740.93 080403 N 1668 0 0413 408.05 080403 N 1671 0 0414 385.68 080503 N 1673 0 0415 417.12 080703 N 1684 0 003 0018 436.40 E.W. @ U.P (+) 070103 N 1604 0 008 0009 2,196.98 E.W. @ F.A.(+) 051903 N GR46 0 0010 817.43 051903 N GR47 0 026 0011 150.00 E.W. @ F.A.(+) 080403 N 1625 0 032 0006 18,588.67 A.C. @ U.P.(+) 082003 N GR6 0 033 0021 824.83 E.W. @ F.A.(+) 060503 N H38 0 034 0011 429.00 E.W. @ U.P (+) 070703 N 1542 0 0012 393.25 070703 N 1695 0 046 0042 1,322.75 E.W. @ F.A.(+) 070903 N 1704 0 0043 6,432.35 071103 N 1539 0 0044 566.75 071203 N 1541 0 0045 75.22 071203 N 1571 0 0046 3,760.29 071403 N 1549 0 0047 59.85 071503 N 1553 0 0048 1,785.41 071503 N 1551 0 0049 29.93 071603 N 1559 0 0050 657.64 071703 N 1560 0 0051 153.78 071803 N 1568 0 0052 177.85 071803 N 1565 0 0053 244.80 071903 N 1696 0 0054 1,709.42 071903 N 1578 0 0055 266.22 080403 N 1691 0 0056 975.24 080503 N 1672 0 0057 9,113.48 051903 N GR48 0 0058 1,433.55 060303 N GR50 0 0059 15,635.63 060303 N GR49 0 0061 4,556.30 060403 N GR52 0 0063 2,869.95 060403 N GR54 0 0064 130.90 071803 N 1579 0 059 0007 492.93 E.W. @ F.A.(+) 060403 N H37 0 0008 645.46 072803 N H42 0 063 0003 1,185.02 E.W. @ F.A.(+) 061103 N 1715 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 08/22/03 EST. NO.26 TIME 07:53 AM R.E. NAME: MARQUEZ, PAMELA J. 10-3404U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0004 105.25 062403 N 1447 0 067 0023 515.79 E.W. @ F.A.(+) 071603 N 1575 0 0024 1,259.91 071603 N 1555 0 0025 96.42 071703 N 1576 0 0026 1,641.51 071703 N 1577 0 0027 1,387.90 072103 N 1583 0 0028 1,063.07 072203 N 1587 0 0029 501.79 072203 N 1589 0 0030 2,324.22 072303 N 1591 0 0031 309.48 072203 N 1595 0 0032 291.40 072403 N 1598 0 0033 947.75 072503 N 1617 0 0034 197.07 080403 N 1662 0 068 0002 1,015.44 E.W. @ F.A.(+) 070803 N H39 0 0003 1,146.86 071003 N H40 0 0004 2,224.36 071503 N H41 0 071 0001 4,592.88 E.W. @ F.A.(+) 071603 N 1556 0 0002 1,801.49 071703 N 1561 0 0003 1,996.06 071803 N 1564 0 0004 1,284.99 071803 N 1582 0 0005 1,772.00 072203 N 1588 0 0006 2,088.73 072303 N 1592 0 0007 1,179.75 072303 N 1707 0 0008 177.14 072303 N 1613 0 0009 321.75 072303 N 1701 0 0010 1,036.75 072403 N 1697 0 0011 7,158.55 072403 N 1593 0 0012 994.22 072503 N 1621 0 0013 1,488.70 072603 N 1623 0 0014 359.67 072703 N 1628 0 0015 266.78 072803 N 1631 0 0016 735.39 072903 N 1638 0 0017 206.25 073003 N 1711 0 0018 662.81 073003 N 1642 0 0019 173.50 073003 N 1643 0 0020 455.21 080103 N 1649 0 0021 782.03 080603 N 1692 0 075 0001 612.57 E.W. @ F.A.(+) 062703 N 1479 0 0002 1,181.85 062703 N 1493 0 0003 2,172.57 062803 N 1470 0 0004 544.50 063003 N 1488 0 0005 1,541.16 063003 N 1473 0 0006 191.79 063003 N 1605 0 078 0001 1,640.49 E.W. @ F.A.(+) 071803 N 268 0 0002 78.89 071803 N 1563 0 0003 783.17 072103 N 1581 0 0004 650.59 073103 N 1647 0 139,554.17 TOTAL THIS ESTIMATE 3,280,972.35 TOTAL PREVIOUS ESTIMATE 3,420,526.52 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 08/22/03 EST. NO.26 TIME 07:53 AM R.E. NAME: MARQUEZ, PAMELA J. 10-3404U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE DEFICIENT AB THICKNS -306.90 13 ITEM 85 CIDH ANOMALY -328.13 17 OUT OF SPEC AB -3,600.00 21 ITEM 85 CIDH ANOMALY -3,218.50 23 OUT OF SPEC AB PVCUL -104.85 23 RESTAKE DS 64 -300.00 26 -300.00 -7,858.38 LABOR COMPLIANCE VIOLATION MISSING PYRLS -10,000.00 02 MISSING PYRLS -10,000.00 03 MISSING PYRLS RECD 20,000.00 04 0.00 0.00 TOTAL DEDUCTIONS -300.00 -7,858.38 PROGRAM CAS145 PAGE 1 DATE 08/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 07:53 AM ESTIMATE NO. 26 BID OPENING 05/02/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 08/22/03 LOCATION PROGRESS ESTIMATE 10-TUO-108-R1.8/4.6 ----------------- GOODFELLOW HARRIS JOINT IN TUOLUMNE COUNTY NEAR SONORA FROM VENTURE 0.3 KM WEST OF SANGUINETTI OVERHEAD P O BOX 598 TO 0.5 KM EAST OF STANDARD ROAD WENATCHEE WA 98807 FED. AID NO. ACST-P108(37)E ,P-P108(37)E WIDEN EXISTING HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 20,000.0000 20,000.00 0.600 12,000.00 02 TIME-RELATED OVERHEAD WDAY 1,700.0000 816,000.00 23.000 39,100.00 287.000 487,900.00 03 TEMPORARY ENVIRONMENTAL FENCE M 20.0000 6,400.00 6,855.320 137,106.40 04 TEMPORARY CULVERT M 200.0000 14,800.00 0.000 0.00 05 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 0.750 7,500.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 150,000.0000 150,000.00 0.820 123,000.00 07 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.010 250.00 0.450 11,250.00 S) 08 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.040 6,000.00 0.700 105,000.00 S) 09 TYPE III BARRICADE EA 200.0000 15,600.00 3.000 600.00 129.000 25,800.00 S) 10 TEMPORARY TRAFFIC STRIPE (TAPE) M 8.0000 180,800.00 1,686.720 13,493.76 30,416.350 243,330.80 S) 11 TEMPORARY PAVEMENT MARKING (TAPE) M2 145.0000 14,065.00 402.370 58,343.65 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 24,500.00 91.000 3,185.00 S) 13 TEMPORARY PAVEMENT MARKER EA 5.0000 6,800.00 112.000 560.00 2,041.000 10,205.00 S) 14 TEMPORARY SIGNAL SYSTEM LS 20,000.0000 20,000.00 0.000 0.00 S) 15 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 0.040 2,000.00 0.700 35,000.00 S) 16 TEMPORARY RAILING (TYPE K) M 50.0000 145,500.00 255.200 12,760.00 2,499.700 124,985.00 17 TEMPORARY CRASH CUSHION MODULE EA 430.0000 77,400.00 33.000 14,190.00 292.000 125,560.00 S) 18 ABANDON CULVERT EA 2,500.0000 45,000.00 3.000 7,500.00 41.000 102,500.00 19 ABANDON BOX CULVERT EA 7,000.0000 21,000.00 2.000 14,000.00 20 REMOVE FENCE M 4.5000 46,800.00 11,275.540 50,739.93 21 REMOVE TRAFFIC STRIPE M 2.5000 14,725.00 110.580 276.45 4,573.750 11,434.38 S) 22 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 22.0000 5,720.00 20.900 459.80 252.700 5,559.40 S) PROGRAM CAS145 PAGE 2 DATE 08/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 07:53 AM ESTIMATE NO. 26 BID OPENING 05/02/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 08/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PAVEMENT MARKER EA 5.0000 455.00 1,501.000 7,505.00 S) 24 REMOVE ROADSIDE SIGN EA 150.0000 7,650.00 21.000 3,150.00 25 REMOVE ROADSIDE SIGN PANEL EA 150.0000 300.00 2.000 300.00 26 REMOVE ASPHALT CONCRETE DIKE M 15.0000 16,800.00 874.220 13,113.30 27 REMOVE DRAINAGE FACILITY EA 500.0000 6,500.00 3.000 1,500.00 28 REMOVE INLET EA 500.0000 2,500.00 1.000 500.00 7.000 3,500.00 29 REMOVE DOWNDRAIN EA 500.0000 6,500.00 1.000 500.00 8.000 4,000.00 30 RECONSTRUCT METAL BEAM GUARD RAILING M 70.0000 50,400.00 65.000 4,550.00 31 RESET ROADSIDE SIGN EA 100.0000 1,600.00 5.000 500.00 32 RELOCATE MAILBOX EA 150.0000 1,350.00 18.000 2,700.00 33 RELOCATE ROADSIDE SIGN EA 125.0000 625.00 4.500 562.50 34 ADJUST LOOP DETECTOR HANDHOLE TO GRADE EA 300.0000 2,100.00 0.000 0.00 35 MODIFY INLET EA 1,700.0000 1,700.00 1.000 1,700.00 36 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 32.0000 173,440.00 7,602.890 243,292.48 S) 37 REMOVE CONCRETE M3 100.0000 2,300.00 9.560 956.00 38 CLEAN BRIDGE DECK M2 4.0000 3,388.00 1,460.000 5,840.00 1,460.000 5,840.00 39 BRIDGE REMOVAL (PORTION) LS 25,000.0000 25,000.00 1.000 25,000.00 40 CLEARING AND GRUBBING LS 360,000.0000 360,000.00 1.000 360,000.00 41 DEVELOP WATER SUPPLY LS 45,000.0000 45,000.00 0.012 540.00 0.862 38,790.00 42 ROADWAY EXCAVATION M3 6.1000 7,869,000.00 75,000.000 457,500.00 1,145,736.000 6,988,989.60 43 STRUCTURE EXCAVATION (BRIDGE) M3 30.0000 79,800.00 2,166.000 64,980.00 F) 44 STRUCTURE EXCAVATION (TYPE D) M3 250.0000 410,000.00 1,640.000 410,000.00 F) 45 STRUCTURE EXCAVATION (RETAINING WALL) M3 15.0000 6,750.00 457.000 6,855.00 46 STRUCTURE BACKFILL (BRIDGE) M3 65.0000 157,625.00 1,779.200 115,648.00 F) 47 STRUCTURE BACKFILL (RETAINING WALL) M3 60.0000 48,600.00 810.000 48,600.00 48 PERVIOUS BACKFILL MATERIAL (RETAINING M3 80.0000 5,840.00 145.300 11,624.00 WALL) 49 DITCH EXCAVATION M3 7.5000 153,750.00 11,397.400 85,480.50 PROGRAM CAS145 PAGE 3 DATE 08/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 07:53 AM ESTIMATE NO. 26 BID OPENING 05/02/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 08/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 IMPORTED BORROW M3 12.0000 2,664,000.00 0.000 0.00 51 IMPORTED MATERIAL (SHOULDER BACKING) TONN 75.0000 11,250.00 0.000 0.00 52 HIGHWAY PLANTING LS 175,000.0000 175,000.00 0.028 4,900.00 S) 53 ROADSIDE CLEARING LS 10,000.0000 10,000.00 0.080 800.00 0.100 1,000.00 54 DUFF HA 4,000.0000 220,000.00 0.691 2,764.00 S) 55 STRAW (EROSION CONTROL) TONN 385.0000 53,900.00 19.400 7,469.00 101.700 39,154.50 S) 56 FIBER (EROSION CONTROL) KG 0.4000 7,480.00 5,159.500 2,063.80 21,255.090 8,502.04 S) 57 COMPOST (EROSION CONTROL) KG 0.3000 18,090.00 20,719.600 6,215.88 106,283.700 31,885.11 S) 58 ROCK COLORIZATION M2 8.0000 212,800.00 0.000 0.00 S) 59 PURE LIVE SEED (EROSION CONTROL) KG 71.0000 28,400.00 123.600 8,775.60 739.242 52,486.18 S) 60 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.7000 2,660.00 2,095.300 1,466.71 8,919.820 6,243.87 S) 61 STABILIZING EMULSION (EROSION CONTROL) KG 1.0000 3,000.00 728.800 728.80 3,268.920 3,268.92 S) 62 PLANT ESTABLISHMENT WORK LS 150,000.0000 150,000.00 0.000 0.00 S) 63 IRRIGATION SYSTEM LS 400,000.0000 400,000.00 0.059 23,600.00 0.059 23,600.00 S) 64 WATER METER (LOCATION A) EA 32,500.0000 32,500.00 1.000 32,500.00 1.000 32,500.00 S) 65 WATER METER (LOCATION B) EA 16,500.0000 16,500.00 1.000 16,500.00 1.000 16,500.00 S) 66 WATER METER (LOCATION C) EA 32,500.0000 32,500.00 1.000 32,500.00 1.000 32,500.00 S) 67 WATER METER (LOCATION D) EA 16,500.0000 16,500.00 1.000 16,500.00 1.000 16,500.00 S) 68 WATER METER (LOCATION E) EA 16,500.0000 16,500.00 1.000 16,500.00 1.000 16,500.00 S) 69 WATER METER (LOCATION F) EA 16,500.0000 16,500.00 1.000 16,500.00 1.000 16,500.00 S) 70 WATER METER (AT BOOSTER PUMP) EA 6,500.0000 6,500.00 1.000 6,500.00 1.000 6,500.00 S) 71 FINISHING ROADWAY LS 15,000.0000 15,000.00 0.000 0.00 72 CLASS 2 AGGREGATE BASE M3 55.0000 2,354,000.00 1,051.500 57,832.50 26,456.770 1,455,122.35 73 ASPHALT TREATED PERMEABLE BASE M3 97.0000 439,410.00 171.870 16,671.39 548.440 53,198.68 74 REPLACE ASPHALT CONCRETE SURFACING M3 300.0000 39,000.00 521.200 156,360.00 75 ASPHALT CONCRETE TONN 65.0000 3,666,000.00 968.810 62,972.65 33,943.153 2,206,304.95 76 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 87.0000 1,052,700.00 11,061.770 962,373.99 12,011.770 1,045,023.99 PROGRAM CAS145 PAGE 4 DATE 08/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 07:53 AM ESTIMATE NO. 26 BID OPENING 05/02/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 08/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 25.0000 42,750.00 257.439 6,435.98 AREA) 78 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.0000 7,520.00 190.600 762.40 1,911.400 7,645.60 79 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.0000 2,200.00 122.200 488.80 80 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 35,520.00 2,866.700 11,466.80 81 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 3,920.00 24.400 97.60 365.500 1,462.00 82 ASPHALTIC EMULSION (PAINT BINDER) TONN 310.0000 37,200.00 26.010 8,063.10 54.482 16,889.42 83 FURNISH STEEL PILING (HP 250 X 85) M 55.0000 21,285.00 379.600 20,878.00 84 DRIVE STEEL PILE (HP 250 X 85) EA 1,800.0000 75,600.00 42.000 75,600.00 S) 85 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 314.0000 669,134.00 1,879.331 590,109.93 S) PILING 86 PRESTRESSING CAST-IN-PLACE CONCRETE LS 320,000.0000 320,000.00 0.078 24,960.00 0.284 90,880.00 S) 87 TIEDOWN ANCHOR EA 3,200.0000 51,200.00 16.000 51,200.00 S) 88 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 399,300.00 1,232.300 369,690.00 F) 89 STRUCTURAL CONCRETE, BRIDGE M3 570.0000 3,638,310.00 828.800 472,416.00 3,201.050 1,824,598.50 F) 90 STRUCTURAL CONCRETE, RETAINING WALL M3 450.0000 148,050.00 329.000 148,050.00 F) 91 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 8,000.00 10.000 8,000.00 F) (TYPE EQ) 92 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 243,200.00 143.000 114,400.00 F) (TYPE N) 93 CLASS 4 CONCRETE (BACKFILL) M3 225.0000 3,150.00 110.340 24,826.50 F) 94 CLASS 1 CONCRETE (MINOR STRUCTURE) M3 1,200.0000 190,800.00 91.500 109,800.00 F) 95 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 100,800.00 10.030 12,036.00 53.058 63,669.60 F) 96 DRILL AND BOND DOWEL M 150.0000 1,050.00 7.000 1,050.00 97 CLEAN EXPANSION JOINT M 100.0000 4,700.00 0.000 0.00 98 PTFE BEARING EA 4,500.0000 27,000.00 6.000 27,000.00 S) 99 JOINT SEAL (TYPE AL) M 150.0000 1,350.00 8.700 1,305.00 8.700 1,305.00 S) 00 JOINT SEAL (MR 30 MM) M 105.0000 1,470.00 14.000 1,470.00 S) 01 JOINT SEAL (MR 15 MM) M 110.0000 5,170.00 0.000 0.00 S) 02 JOINT SEAL ASSEMBLY (MR 70 MM) M 650.0000 28,600.00 0.000 0.00 S) 03 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,500.0000 40,500.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 08/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 07:53 AM ESTIMATE NO. 26 BID OPENING 05/02/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 08/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 JOINT SEAL (MR 40 MM) M 170.0000 2,890.00 17.000 2,890.00 S) 05 JOINT SEAL (MR 50 MM) M 220.0000 6,160.00 28.000 6,160.00 28.000 6,160.00 S) 06 BAR REINFORCING STEEL (BRIDGE) KG 1.4000 1,430,632.00 45,242.000 63,338.80 643,825.000 901,355.00 SF) 07 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 29,102.00 14,551.000 29,102.00 SF) 08 TREAT BRIDGE DECK M2 4.0000 3,388.00 1,467.000 5,868.00 1,467.000 5,868.00 F) 09 FURNISH BRIDGE DECK TREATMENT MATERIAL L 40.0000 13,560.00 608.000 24,320.00 608.000 24,320.00 10 ROADSIDE SIGN - ONE POST EA 190.0000 26,600.00 44.000 8,360.00 11 ROADSIDE SIGN - TWO POST EA 250.0000 4,000.00 4.000 1,000.00 12 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 250.00 0.000 0.00 METHOD) 13 INSTALL ROADSIDE SIGN PANEL ON EA 50.0000 100.00 0.000 0.00 EXISTING POST 14 INSTALL ROADSIDE SIGN EA 1,600.0000 12,800.00 0.000 0.00 (LAMINATED WOOD BOX POST) 15 2250 MM ALTERNATIVE PIPE CULVERT M 1,800.0000 16,200.00 9.100 16,380.00 S) 16 200 MM ALTERNATIVE PIPE CULVERT M 150.0000 9,450.00 0.000 0.00 17 300 MM ALTERNATIVE PIPE CULVERT M 210.0000 16,380.00 165.400 34,734.00 18 450 MM ALTERNATIVE PIPE CULVERT M 240.0000 256,800.00 222.500 53,400.00 1,033.660 248,078.40 19 600 MM ALTERNATIVE PIPE CULVERT M 280.0000 364,000.00 107.200 30,016.00 1,364.700 382,116.00 20 750 MM ALTERNATIVE PIPE CULVERT M 300.0000 23,700.00 102.900 30,870.00 21 900 MM ALTERNATIVE PIPE CULVERT M 330.0000 115,500.00 358.100 118,173.00 22 1050 MM ALTERNATIVE PIPE CULVERT M 750.0000 11,250.00 14.930 11,197.50 23 1200 MM ALTERNATIVE PIPE CULVERT M 800.0000 69,600.00 128.260 102,608.00 24 1350 MM ALTERNATIVE PIPE CULVERT M 900.0000 29,700.00 39.000 35,100.00 25 1800 MM ALTERNATIVE PIPE CULVERT M 1,350.0000 202,500.00 150.700 203,445.00 (TYPE A) 26 1800 MM ALTERNATIVE PIPE CULVERT M 900.0000 27,900.00 0.000 0.00 (TYPE B) 27 2100 MM ALTERNATIVE PIPE CULVERT M 950.0000 180,500.00 200.000 190,000.00 28 2400 MM ALTERNATIVE PIPE CULVERT M 1,500.0000 84,000.00 0.000 0.00 29 200 MM CORRUGATED STEEL PIPE M 150.0000 78,000.00 77.800 11,670.00 382.062 57,309.30 (1.63 MM THICK) 30 300 MM SLOTTED CORRUGATED STEEL PIPE M 225.0000 4,500.00 0.000 0.00 (1.63 MM THICK) PROGRAM CAS145 PAGE 6 DATE 08/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 07:53 AM ESTIMATE NO. 26 BID OPENING 05/02/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 08/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 150 MM NON-PERFORMATED STEEL PIPE M 120.0000 2,160.00 24.000 2,880.00 UNDERDRAIN 32 100 MM NON-PERFORATED PLASTIC PIPE M 105.0000 2,625.00 0.000 0.00 UNDERDRAIN 33 80 MM PLASTIC PIPE (EDGE DRAIN) M 20.0000 174,800.00 568.000 11,360.00 1,657.600 33,152.00 34 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 38.0000 79,420.00 100.000 3,800.00 440.910 16,754.58 35 ROCK DRAIN EA 5,300.0000 5,300.00 1.000 5,300.00 36 300 MM ALTERNATIVE PIPE UNDERDRAIN M 150.0000 67,500.00 691.400 103,710.00 37 300 MM ALTERNATIVE PIPE DOWNDRAIN M 180.0000 151,200.00 59.300 10,674.00 566.900 102,042.00 38 450 MM ALTERNATIVE PIPE DOWNDRAIN M 200.0000 17,400.00 35.600 7,120.00 151.400 30,280.00 39 300 MM CORRUGATED STEEL PIPE RISER M 375.0000 6,000.00 14.100 5,287.50 (2.01 MM THICK) 40 2100 MM ALTERNATIVE FLARED END SECTION EA 3,000.0000 3,000.00 1.000 3,000.00 41 300 MM ALTERNATIVE FLARED END SECTION EA 280.0000 14,840.00 6.000 1,680.00 39.000 10,920.00 42 450 MM ALTERNATIVE FLARED END SECTION EA 300.0000 10,200.00 4.000 1,200.00 42.000 12,600.00 43 600 MM ALTERNATIVE FLARED END SECTION EA 350.0000 10,850.00 1.000 350.00 29.000 10,150.00 44 750 MM ALTERNATIVE FLARED END SECTION EA 500.0000 3,000.00 3.000 1,500.00 45 900 MM ALTERNATIVE FLARED END SECTION EA 600.0000 4,800.00 13.000 7,800.00 46 1050 MM ALTERNATIVE FLARED END SECTION EA 900.0000 3,600.00 2.000 1,800.00 47 1200 MM ALTERNATIVE FLARED END SECTION EA 1,000.0000 3,000.00 3.000 3,000.00 48 1350 MM ALTERNATIVE FLARED END SECTION EA 1,350.0000 2,700.00 2.000 2,700.00 49 1800 MM ALTERNATIVE FLARED END SECTION EA 2,200.0000 2,200.00 1.000 2,200.00 50 900 MM ALTERNATIVE PIPE INLET M 1,800.0000 106,200.00 8.170 14,706.00 55.820 100,476.00 51 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 30.0000 231,900.00 13.300 399.00 4,079.230 122,376.90 52 SLOPE PAVING (CONCRETE) M3 550.0000 49,500.00 0.000 0.00 F) 53 ROCK SLOPE PROTECTION FABRIC M2 2.0000 49,200.00 55.000 110.00 14,309.330 28,618.66 54 MINOR CONCRETE (CURB AND SIDEWALK) M3 800.0000 46,400.00 18.070 14,456.00 55 MINOR CONCRETE (GUTTER) M3 300.0000 2,100.00 6.600 1,980.00 56 MISCELLANEOUS IRON AND STEEL KG 2.0000 36,336.00 256.000 512.00 7,441.000 14,882.00 SF) 57 MISCELLANEOUS METAL (BRIDGE) KG 9.0000 38,430.00 0.000 0.00 SF) PROGRAM CAS145 PAGE 7 DATE 08/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 07:53 AM ESTIMATE NO. 26 BID OPENING 05/02/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 08/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 WELL DEVELOPMENT LS 3,500.0000 3,500.00 1.000 3,500.00 59 TESTING WELL HR 330.0000 2,640.00 30.000 9,900.00 60 DRILLING AND ENCASING WELL M 400.0000 18,400.00 137.200 54,880.00 61 WELL PUMP SYSTEM LS 5,700.0000 5,700.00 1.000 5,700.00 62 FENCE (TYPE WM, METAL POST) M 16.0000 83,520.00 2,420.000 38,720.00 S) 63 FENCE TYPE WM (DEER FENCE) M 28.0000 79,240.00 1,793.000 50,204.00 S) 64 CHAIN LINK FENCE (TYPE CL-1.2) M 35.0000 3,045.00 83.000 2,905.00 S) 65 CHAIN LINK FENCE (TYPE CL-1.8) M 35.0000 39,550.00 0.000 0.00 S) 66 ONE WAY DEER GATE EA 2,800.0000 11,200.00 0.000 0.00 S) 67 DELINEATOR (CLASS 1) EA 30.0000 14,100.00 57.000 1,710.00 68 METAL BEAM GUARD RAILING M 48.0000 111,840.00 205.480 9,863.04 1,152.760 55,332.48 S) 69 CONCRETE BARRIER (TYPE 25) M 140.0000 157,640.00 304.000 42,560.00 F) 70 CONCRETE BARRIER (TYPE 25B MODIFIED) M 300.0000 7,500.00 25.000 7,500.00 F) 71 CONCRETE BARRIER (TYPE 25R) M 1,000.0000 2,000.00 2.000 2,000.00 F) 72 TERMINAL SYSTEM (TYPE ET) EA 3,700.0000 3,700.00 1.000 3,700.00 3.000 11,100.00 S) 73 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 100,000.00 2.000 4,000.00 19.000 38,000.00 S) 74 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 525.0000 5,775.00 1.000 525.00 3.000 1,575.00 S) 75 QUADGUARD CRASH CUSHION EA 18,000.0000 18,000.00 0.000 0.00 S) 76 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 67,500.00 207.090 10,354.50 412.100 20,605.00 S) 77 THERMOPLASTIC TRAFFIC STRIPE M 0.6000 38,100.00 19,868.650 11,921.19 29,440.400 17,664.24 S) (SPRAYABLE) 78 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 1,080.00 0.000 0.00 S) 79 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 22,360.00 851.000 3,404.00 S) 80 SIGNAL AND LIGHTING (LOCATION 1) LS 80,000.0000 80,000.00 1.000 80,000.00 S) 81 SIGNAL AND LIGHTING (LOCATION 2) LS 70,000.0000 70,000.00 0.210 14,700.00 S) 82 SIGNAL AND LIGHTING (LOCATION 3) LS 70,000.0000 70,000.00 0.020 1,400.00 0.430 30,100.00 S) 83 SIGNAL AND LIGHTING (LOCATION 4) LS 80,000.0000 80,000.00 1.000 80,000.00 S) 84 SIGNAL AND LIGHTING (LOCATION 5) LS 70,000.0000 70,000.00 1.000 70,000.00 S) PROGRAM CAS145 PAGE 8 DATE 08/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 07:53 AM ESTIMATE NO. 26 BID OPENING 05/02/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 08/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 SIGNAL AND LIGHTING & ELECTRICAL LS 70,000.0000 70,000.00 0.170 11,900.00 0.260 18,200.00 S) SERVICE (IRRIGATION) (LOCATION 6) 86 SIGNAL AND LIGHTING & ELECTRICAL LS 70,000.0000 70,000.00 1.000 70,000.00 S) SERVICE (IRRIGATION) (LOCATION 7) 87 SIGNAL AND LIGHTING & ELECTRICAL LS 70,000.0000 70,000.00 0.557 38,990.00 S) SERVICE (IRRIGATION) (LOCATION 8) 88 LIGHTING (LOCATION 9) LS 10,000.0000 10,000.00 0.000 0.00 S) 89 LIGHTING (LOCATION 10) LS 20,000.0000 20,000.00 0.300 6,000.00 0.600 12,000.00 S) 90 LIGHTING AND ELECTRICAL SERVICE LS 30,000.0000 30,000.00 0.150 4,500.00 0.733 21,990.00 S) (IRRIGATION) (LOCATION 11) 91 LIGHTING AND ELECTRICAL SERVICE LS 25,000.0000 25,000.00 0.440 11,000.00 0.440 11,000.00 S) (IRRIGATION) (LOCATION 12) 92 LIGHTING AND ELECTRICAL SERVICE LS 25,000.0000 25,000.00 0.000 0.00 S) (IRRIGATION) (LOCATION 13) 93 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 2,100.0000 33,600.00 0.000 0.00 S) 94 ELECTRICAL SERVICE (IRRIGATION) LS 5,000.0000 5,000.00 0.000 0.00 S) (LOCATION 14) 95 ELECTRICAL SERVICE (IRRIGATION) LS 7,000.0000 7,000.00 0.000 0.00 S) (LOCATION 15) 96 ELECTRICAL SERVICE (IRRIGATION) LS 20,000.0000 20,000.00 0.460 9,200.00 S) (LOCATION 16) 97 ELECTRICAL SERVICE (IRRIGATION) LS 6,000.0000 6,000.00 0.784 4,704.00 0.950 5,700.00 S) (LOCATION 17) 98 BOOSTER PUMP ELECTRICAL SYSTEM LS 10,000.0000 10,000.00 0.000 0.00 S) 99 BOOSTER PUMP SYSTEM EA 21,000.0000 21,000.00 0.000 0.00 S) 00 TRAFFIC MONITORING STATION AND LS 30,000.0000 30,000.00 0.000 0.00 S) ELECTRICAL SERVICE (IRRIGATION) 01 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 02 SPECIAL CLEARING AND GRUBBING HA 20,000.0000 40,000.00 1.410 28,200.00 03 IMPORTED BORROW (SELECT MATERIAL) M3 30.0000 621,000.00 0.000 0.00 04 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 05 MOVE IN OR MOVE OUT (EROSION CONTROL) EA 700.0000 4,200.00 1.000 700.00 4.000 2,800.00 PROGRAM CAS145 PAGE 9 DATE 08/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 07:53 AM ESTIMATE NO. 26 BID OPENING 05/02/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 08/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,697,431.96 22,844,838.22 ADJUSTMENT OF COMPENSATION 18,588.67 801,806.25 EXTRA WORK 120,965.50 2,618,720.27 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,836,986.13 26,265,364.74 06 MOBILIZATION LS 3900,000.0000 3,900,000.00 1.000 3,900,000.00 ORIGINAL CONTRACT AMOUNT 39,395,365.00 TOTAL WORK COMPLETED 2,836,986.13 30,165,364.74 MATERIALS ON HAND ON SITE 311,493.07 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -300.00 -7,858.38 TOTAL 2,836,686.13 30,468,999.43 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 07/07/01 1230 07/20/01 07/20/01 07/18/07 287 231 30 0 73% 56% PROGRESS IS SATISFACTORY MARQUEZ, PAMELA J. RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 08/22/03