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 07/22/03 EST. NO.25 TIME 10:44 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 0358 226.58 E.W. @ F.A.(+) 052303 N 1391 0 0359 509.49 060803 N 1400 0 0360 405.99 060903 N 1401 0 0361 463.66 060903 N 1402 0 0362 391.07 061003 N 1404 0 0363 480.40 061003 N 1403 0 0364 265.17 061103 N 1406 0 0365 233.40 061203 N 1411 0 0366 135.95 061603 N 1420 0 0367 505.28 061803 N 1430 0 0368 373.85 061903 N 1440 0 0369 464.31 062003 N 1456 0 0370 67.98 062303 N 1455 0 0371 362.52 062303 N 1491 0 0372 373.85 062403 N 1446 0 0373 535.31 062503 N 1448 0 0374 505.28 062603 N 1459 0 0375 242.11 062603 N 1460 0 0376 505.28 062703 N 1461 0 0377 395.90 063003 N 1472 0 0378 192.83 070103 N 1480 0 0379 432.83 070203 N 1482 0 0380 57.82 070203 N 1471 0 0381 48.74 041703 Y R147 0 0382 243.71 050203 Y R144 0 0383 72.07 060403 Y R146 0 0384 25.17 061203 Y R149 0 0385 50.33 061303 Y R148 0 0386 94.63 061603 Y R152 0 0387 192.58 061803 Y R151 0 0388 296.22 061903 Y R150 0 0389 892.04 062903 N 1516 0 0390 787.01 063003 N 1517 0 0391 177.58 070103 N 1515 0 0392 410.54 070703 N 1509 0 0393 410.54 070803 N 1513 0 0394 473.42 070903 N 1526 0 0395 391.77 071003 N 1532 0 0396 390.43 071103 N 1537 0 003 0017 643.60 E.W. @ U.P (+) 060103 N 1484 0 008 0008 187.80 E.W. @ F.A.(+) 052903 Y R153 0 016 0135 139.32 E.W. @ F.A.(+) 060903 N 1384 0 0136 54.76 061003 N 1385 0 0137 352.08 061703 N 1428 0 0138 52.63 061803 N 1431 0 026 0009 2,050.00 E.W. @ F.A.(+) 062203 Y R143 0 0010 4,525.00 062703 Y R154 0 032 0005 2,751.38 A.C. @ U.P.(+) 072003 N GR4 0 033 0020 10,045.16 E.W. @ L.S.(+) 062903 N 33H2 0 034 0010 822.25 E.W. @ U.P (+) 060103 N 1475 0 046 0027 2,171.47 E.W. @ F.A.(+) 052203 N 1344 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 07/22/03 EST. NO.25 TIME 10:44 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 --------------------------------------------------------------------------- 0031 143.00 060403 N 1476 0 0032 1,383.26 062003 N 1441 0 0033 143.00 070103 N 1503 0 0034 110.00 070203 N 1522 0 0035 971.15 070703 N 1507 0 0036 856.74 070803 N 1511 0 0037 2,856.08 070903 N 1525 0 0038 2,970.12 071003 N 1531 0 0039 188.05 071003 N 1533 0 0040 315.57 071103 N 1534 0 0041 1,143.64 071203 N 1538 0 052 0008 358.76 E.W. @ F.A.(+) 062003 N 1442 0 054 0027 1,288.57 E.W. @ F.A.(+) 061403 N 1419 0 0028 5,098.29 061703 N 1520 0 0029 786.50 062003 N 1463 0 0030 4,108.30 062103 N 1444 0 0031 660.73 062303 N 1445 0 055 0098 267.40 E.W. @ F.A.(+) 061003 N 1405 0 0099 282.74 061703 N 1426 0 056 0024 1,541.40 A.C. @ U.P.(+) 061003 N 56.4 0 057 0059 18,037.60 E.W. @ F.A.(+) 040103 N 1311 0 0065 112.20 052703 N 1394 0 0066 296.22 053103 N 1396 0 0067 308.93 060503 N 1398 0 0068 1,749.69 061103 N 1434 0 0069 595.74 061703 N 1422 0 063 0001 30,798.59 E.W. @ F.A.(+) 062303 N 1518 0 0002 28.97 062603 N 1457 0 065 0001 2,100.00 E.W. @ L.S.(+) 061703 N 65RMH1 067 0001-1 -1,626.67 E.W. @ F.A.(+) 041803 N 1254 0 DAO CORRECTING ENTRY 0001-2 1,754.80 041803 N 1254 0 DAO CORRECTING ENTRY 0012 876.00 060903 N 1383 0 0013 993.18 061103 N 1407 0 0014 327.68 061103 N 1408 0 0015 1,980.20 061203 N 1409 0 0015-1 -1,980.20 061203 N 1409 0 DAO CORRECTING ENTRY 0015-2 2,221.38 061203 N 1409 0 DAO CORRECTING ENTRY 0016 2,136.32 061303 N 1413 0 0017 2,221.68 061603 N 1415 0 0018 351.88 061703 N 1425 0 0019 497.65 061703 N 1423 0 0020 900.24 062603 N 1492 0 0021 286.00 062603 N 1478 0 0022 937.71 070303 N 1496 0 070 0016 544.50 E.W. @ F.A.(+) 050903 N 1329.1 0017 154.13 052303 N 1392 0 0018 231.00 052803 N 1487 0 0019 306.77 052903 N 1395 0 0020 2,226.38 070903 N 1501 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 07/22/03 EST. NO.25 TIME 10:44 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 --------------------------------------------------------------------------- 131,720.96 TOTAL THIS ESTIMATE 3,149,251.39 TOTAL PREVIOUS ESTIMATE 3,280,972.35 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 07/22/03 EST. NO.25 TIME 10:44 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 0.00 -7,558.38 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 0.00 -7,558.38 PROGRAM CAS145 PAGE 1 DATE 07/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 10:44 AM ESTIMATE NO. 25 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 07/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 07/22/03 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 19.000 32,300.00 264.000 448,800.00 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 0.020 500.00 0.440 11,000.00 S) 08 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.030 4,500.00 0.660 99,000.00 S) 09 TYPE III BARRICADE EA 200.0000 15,600.00 9.000 1,800.00 126.000 25,200.00 S) 10 TEMPORARY TRAFFIC STRIPE (TAPE) M 8.0000 180,800.00 4,931.290 39,450.32 28,729.630 229,837.04 S) 11 TEMPORARY PAVEMENT MARKING (TAPE) M2 145.0000 14,065.00 140.220 20,331.90 402.370 58,343.65 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 24,500.00 13.000 455.00 91.000 3,185.00 S) 13 TEMPORARY PAVEMENT MARKER EA 5.0000 6,800.00 449.000 2,245.00 1,929.000 9,645.00 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 0.030 1,500.00 0.660 33,000.00 S) 16 TEMPORARY RAILING (TYPE K) M 50.0000 145,500.00 262.100 13,105.00 2,244.500 112,225.00 17 TEMPORARY CRASH CUSHION MODULE EA 430.0000 77,400.00 55.000 23,650.00 259.000 111,370.00 S) 18 ABANDON CULVERT EA 2,500.0000 45,000.00 3.000 7,500.00 38.000 95,000.00 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 14,725.00 290.170 725.43 4,463.170 11,157.93 S) 22 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 22.0000 5,720.00 186.580 4,104.76 231.800 5,099.60 S) PROGRAM CAS145 PAGE 2 DATE 07/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 10:44 AM ESTIMATE NO. 25 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 07/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 07/22/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 455.00 612.000 3,060.00 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 16,800.00 814.220 12,213.30 874.220 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 6.000 3,000.00 29 REMOVE DOWNDRAIN EA 500.0000 6,500.00 7.000 3,500.00 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 6.000 900.00 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 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 0.000 0.00 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 0.010 3,600.00 1.000 360,000.00 41 DEVELOP WATER SUPPLY LS 45,000.0000 45,000.00 0.010 450.00 0.850 38,250.00 42 ROADWAY EXCAVATION M3 6.1000 7,869,000.00 78,000.000 475,800.00 1,070,736.000 6,531,489.60 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 157,625.00 200.000 13,000.00 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 07/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 10:44 AM ESTIMATE NO. 25 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 07/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 07/22/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.020 200.00 0.020 200.00 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 82.300 31,685.50 S) 56 FIBER (EROSION CONTROL) KG 0.4000 7,480.00 -607.000 -242.80 16,095.590 6,438.24 S) 57 COMPOST (EROSION CONTROL) KG 0.3000 18,090.00 85,564.100 25,669.23 S) 58 ROCK COLORIZATION M2 8.0000 212,800.00 0.000 0.00 S) 59 PURE LIVE SEED (EROSION CONTROL) KG 71.0000 28,400.00 615.642 43,710.58 S) 60 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.7000 2,660.00 -92.000 -64.40 6,824.520 4,777.16 S) 61 STABILIZING EMULSION (EROSION CONTROL) KG 1.0000 3,000.00 2,540.120 2,540.12 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 0.000 0.00 S) 64 WATER METER (LOCATION A) EA 32,500.0000 32,500.00 0.000 0.00 S) 65 WATER METER (LOCATION B) EA 16,500.0000 16,500.00 0.000 0.00 S) 66 WATER METER (LOCATION C) EA 32,500.0000 32,500.00 0.000 0.00 S) 67 WATER METER (LOCATION D) EA 16,500.0000 16,500.00 0.000 0.00 S) 68 WATER METER (LOCATION E) EA 16,500.0000 16,500.00 0.000 0.00 S) 69 WATER METER (LOCATION F) EA 16,500.0000 16,500.00 0.000 0.00 S) 70 WATER METER (AT BOOSTER PUMP) EA 6,500.0000 6,500.00 0.000 0.00 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 3,637.800 200,079.00 25,405.270 1,397,289.85 73 ASPHALT TREATED PERMEABLE BASE M3 97.0000 439,410.00 -153.630 -14,902.11 376.570 36,527.29 74 REPLACE ASPHALT CONCRETE SURFACING M3 300.0000 39,000.00 521.200 156,360.00 521.200 156,360.00 75 ASPHALT CONCRETE TONN 65.0000 3,666,000.00 2,474.930 160,870.45 32,974.343 2,143,332.30 76 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 87.0000 1,052,700.00 950.000 82,650.00 950.000 82,650.00 PROGRAM CAS145 PAGE 4 DATE 07/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 10:44 AM ESTIMATE NO. 25 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 07/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 07/22/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 62.900 1,572.50 257.439 6,435.98 AREA) 78 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.0000 7,520.00 198.500 794.00 1,720.800 6,883.20 79 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.0000 2,200.00 18.200 72.80 122.200 488.80 80 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 35,520.00 287.200 1,148.80 2,866.700 11,466.80 81 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 3,920.00 211.100 844.40 341.100 1,364.40 82 ASPHALTIC EMULSION (PAINT BINDER) TONN 310.0000 37,200.00 8.440 2,616.40 28.472 8,826.32 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 0.206 65,920.00 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 399,300.00 194.200 58,260.00 1,232.300 369,690.00 F) 89 STRUCTURAL CONCRETE, BRIDGE M3 570.0000 3,638,310.00 218.250 124,402.50 2,372.250 1,352,182.50 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 9.097 10,916.40 43.028 51,633.60 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 0.000 0.00 S) 00 JOINT SEAL (MR 30 MM) M 105.0000 1,470.00 14.000 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 07/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 10:44 AM ESTIMATE NO. 25 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 07/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 07/22/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 17.000 2,890.00 S) 05 JOINT SEAL (MR 50 MM) M 220.0000 6,160.00 0.000 0.00 S) 06 BAR REINFORCING STEEL (BRIDGE) KG 1.4000 1,430,632.00 98,873.000 138,422.20 598,583.000 838,016.20 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 0.000 0.00 F) 09 FURNISH BRIDGE DECK TREATMENT MATERIAL L 40.0000 13,560.00 0.000 0.00 10 ROADSIDE SIGN - ONE POST EA 190.0000 26,600.00 1.000 190.00 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 256,800.00 108.600 26,064.00 811.160 194,678.40 19 600 MM ALTERNATIVE PIPE CULVERT M 280.0000 364,000.00 1,257.500 352,100.00 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 36.400 5,460.00 304.262 45,639.30 (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 07/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 10:44 AM ESTIMATE NO. 25 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 07/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 07/22/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 -225.600 -4,512.00 1,089.600 21,792.00 34 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 38.0000 79,420.00 -12.790 -486.02 340.910 12,954.58 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 49.700 8,946.00 507.600 91,368.00 38 450 MM ALTERNATIVE PIPE DOWNDRAIN M 200.0000 17,400.00 5.200 1,040.00 115.800 23,160.00 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 2.000 560.00 33.000 9,240.00 42 450 MM ALTERNATIVE FLARED END SECTION EA 300.0000 10,200.00 1.000 300.00 38.000 11,400.00 43 600 MM ALTERNATIVE FLARED END SECTION EA 350.0000 10,850.00 28.000 9,800.00 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 4.370 7,866.00 47.650 85,770.00 51 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 30.0000 231,900.00 237.900 7,137.00 4,065.930 121,977.90 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 1,358.000 2,716.00 14,254.330 28,508.66 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 36,336.00 255.000 510.00 7,185.000 14,370.00 SF) 57 MISCELLANEOUS METAL (BRIDGE) KG 9.0000 38,430.00 0.000 0.00 SF) PROGRAM CAS145 PAGE 7 DATE 07/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 10:44 AM ESTIMATE NO. 25 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 07/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 07/22/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 990.00 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 111,840.00 442.600 21,244.80 947.280 45,469.44 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 2.000 7,400.00 S) 73 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 100,000.00 3.000 6,000.00 17.000 34,000.00 S) 74 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 525.0000 5,775.00 2.000 1,050.00 2.000 1,050.00 S) 75 QUADGUARD CRASH CUSHION EA 18,000.0000 18,000.00 0.000 0.00 S) 76 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 67,500.00 205.010 10,250.50 S) 77 THERMOPLASTIC TRAFFIC STRIPE M 0.6000 38,100.00 9,571.750 5,743.05 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 0.070 5,600.00 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 0.410 28,700.00 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 0.022 1,540.00 1.000 70,000.00 S) PROGRAM CAS145 PAGE 8 DATE 07/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 10:44 AM ESTIMATE NO. 25 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 07/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 07/22/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.090 6,300.00 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 0.100 2,000.00 0.300 6,000.00 S) 90 LIGHTING AND ELECTRICAL SERVICE LS 30,000.0000 30,000.00 0.033 990.00 0.583 17,490.00 S) (IRRIGATION) (LOCATION 11) 91 LIGHTING AND ELECTRICAL SERVICE LS 25,000.0000 25,000.00 0.000 0.00 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 0.030 600.00 0.460 9,200.00 S) (LOCATION 16) 97 ELECTRICAL SERVICE (IRRIGATION) LS 6,000.0000 6,000.00 0.166 996.00 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 3.000 2,100.00 PROGRAM CAS145 PAGE 9 DATE 07/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 10:44 AM ESTIMATE NO. 25 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 07/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 07/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,928,649.11 20,147,406.26 ADJUSTMENT OF COMPENSATION 4,292.78 783,217.58 EXTRA WORK 127,428.18 2,497,754.77 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,060,370.07 23,428,378.61 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 2,060,370.07 27,328,378.61 MATERIALS ON HAND ON SITE 340,678.75 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -7,558.38 TOTAL 2,060,370.07 27,661,498.98 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 07/18/07 264 231 30 0 67% 52% PROGRESS IS SATISFACTORY MARQUEZ, PAMELA J. RESIDENT ENGINEER PROGRAM CAS145 PAGE 10 DATE 07/22/03