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 04/26/99 EST. NO.30 TIME 08:11 AM R.E. NAME: HAMIDI, FRED 12-035714 --------------------------------------------------------------------------- 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 0463-1 -235.43 E.W. @ F.A.(+) 072297 N 1138.1 DAO CORRECTING ENTRY 0563 1,067.97 120298 N 1361 0 0566-1 -175.05 043098 N 1290 0 DAO CORRECTING ENTRY 0566-2 175.05 043098 N 1290 0 DAO CORRECTING ENTRY 0567 353.10 050598 N 1291 0 0568 353.10 050698 N 1292 0 0569 359.54 051298 N 1295 0 0570 1,428.38 051498 N 1297 0 0571 466.39 051498 N 1298 0 0572 164.11 051898 N 1300 0 0573 175.05 051998 N 1301 0 0574 284.40 052698 N 1304 0 0575 492.19 052898 N 1305 0 0576 952.67 060398 N 1306 0 0577 795.06 051398 N 1296 0 0578 109.35 060898 N 1307 0 0579 1,472.08 050798 N 1293 0 0579-1 -1,472.08 050798 N 1293 0 DAO CORRECTING ENTRY 0579-2 1,472.08 050798 N 1293 0 DAO CORRECTING ENTRY 0580 193.05 051298 N 1308 0 0581 173.47 052698 N 1303 0 0582 1,572.64 121798 N 1373 0 0583 371.57 112498 N 1355 0 0584 736.81 120798 N 1366 0 0585 1,459.17 113098 N 1358 0 0586 700.10 112098 N 1354 0 0587 811.77 101498 N 1343 0 0588 836.42 011599 N 1385 0 0589 417.33 123098 N 1378 0 0590 594.24 123198 N 1379 0 0591 176.39 010499 N 1380 0 0592 331.98 010599 N 1381 0 0593 171.47 010799 N 1382 0 0594 679.12 010899 N 1383 0 0595 55.15 011999 N 000788 0596 126.07 122898 N 1376 0 0597 1,586.03 111898 N 1350 0 0598 358.98 120998 N 1365 0 0599 1,319.93 081998 N 1369 0 0600 360.19 073198 N 1368 0 0601 921.40 090198 N 1371 0 0602 235.55 102798 N 1372 0 0603 1,592.02 083198 N 1370 0 0604 347.71 051598 N 1299 0 0605 1,307.26 113098 N 733 0 0606 66.17 101598 N 770 0 0607 99.26 100998 N 759 0 0608 454.29 101298 N 759 0 0609 976.93 101698 N 000769 0610 529.39 121698 N 784 0 0611 471.11 122398 N 001375 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 04/26/99 EST. NO.30 TIME 08:11 AM R.E. NAME: HAMIDI, FRED 12-035714 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0612 754.30 123198 N 001380 0613 447.82 123098 N 001377 0614 173.25 043098 N 000787 0615 352.92 122198 N 000783 0616 264.69 120498 N 000753 0617 374.98 121098 N 000754 0618 88.23 110498 N 000762 0619 319.84 110698 N 000763 0620 1,376.66 120198 N 001363 0621 423.46 120198 N 1360 0 0622 1,050.18 111998 N 1364 0 0623 3,011.04 111698 N 1351 0 0624 700.10 111798 N 1353 0 0625 639.58 102998 N 771 0 0626 410.93 112198 N 000775 0627 352.92 122398 N 000781 0628 521.03 032098 N 000629 0629 69.00 071398 N 1321.1 0630 69.00 071498 N 1322.1 0631 1,193.69 100598 N 1388.0 0632 1,650.48 012199 N 1392.0 0633 262.38 020399 N 1398.0 0634 295.30 011899 N 1404.0 0635 2,961.20 020299 N 001412 0636 1,610.06 020499 N 1413.0 0637 1,458.28 020599 N 1414.0 0638 804.43 021099 N 1416.0 0639 652.73 021199 N 1417.0 0640 1,562.42 021199 N 1418.0 0641 1,433.14 021299 N 1419.0 0648 381.93 120998 N 000752 0649 3,622.71 081198 N 000765 0650 4,935.36 081298 N 000766 0651 549.56 112398 N 000776 0652 545.51 112098 N 000777 0653 415.69 112498 N 000778 0654 319.84 120798 N 000779 0655 312.43 120898 N 000780 0656 935.20 111398 N 000785 0657 462.08 111698 N 000786 0658 437.62 073197 N 1139.0 0659 495.73 051298 N 1294.0 0664 1,359.77 112398 N 001356 0665 2,649.05 112898 N 1357.0 0666 558.21 113098 N 1359.0 0668 51.75 051398 N 1296.1 0669 80.50 051598 N 1299.1 0670 38.96 052898 N 1305.1 0674 27.16 073098 N 1320.1 0686 880.68 120698 N 1362.0 0693 349.64 081498 N 1386.0 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 04/26/99 EST. NO.30 TIME 08:11 AM R.E. NAME: HAMIDI, FRED 12-035714 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0694 399.58 092198 N 1387.0 0695 69.00 092198 N 1387.1 0696 347.04 011299 N 001389 0697 2,421.51 011699 N 001390 0698 502.77 012099 N 001391 0699 63.25 012199 N 1392.1 0700 18.83 012699 N 1393.1 0701 586.54 012999 N 001397 0702 47.09 012999 N 1397.1 0703 678.07 092598 N 001399 0704 99.71 122998 N 001400 0705 60.99 122998 N 1400.1 0706 416.61 020499 N 001403 0707 59.47 020499 N 1403.1 0708 104.61 020999 N 1405.1 0709 426.20 012599 N 001406 0710 301.65 012699 N 001407 0711 976.43 012799 N 001408 0753 352.92 071098 N 000651 0754 395.99 070898 N 000648 0755 176.46 020299 N 000789 0756 1,061.70 111798 N 001352 0757 813.85 111998 N 1462.0 0758 591.77 121798 N 000756 0759 352.92 120398 N 000774 0760 529.39 122298 N 000782 0761 173.57 052298 N 000691 0762 242.64 070198 N 000727 0763 410.35 081198 N 000728 0764 459.41 081598 N 000729 0765 314.41 082598 N 000730 0766 467.79 082898 N 000732 0767 367.28 091198 N 000733 0768 352.92 091098 N 000736 0769 242.64 090198 N 000738 0770 182.89 092898 N 000742 0771 352.92 093098 N 000743 0772 352.92 122898 N 000790 0773 176.46 012199 N 000791 0774 193.10 011999 N 000792 0775 281.71 111298 N 001349 0776 131.59 032797 N 001064 0777 290.60 072297 N 001138 0778 43.76 081297 N 001141 0779 2,242.50 091797 N 001178 0780 483.67 042398 N 001323 0781 455.82 061198 N 000700 0782 958.98 061198 N 005013 0783 176.46 101498 N 000761 0784 178.29 111098 N 001348 0785 173.25 012898 N 000618 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 04/26/99 EST. NO.30 TIME 08:11 AM R.E. NAME: HAMIDI, FRED 12-035714 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0786 195.23 032498 N 000634 0787 86.95 033198 N 000636 0788 173.89 040198 N 000676 0789 129.93 040298 N 000677 0790 384.59 040798 N 001309 0791 173.89 041098 N 000680 0792 347.78 041398 N 000679 0793 472.41 041498 N 000637 0794 489.38 041598 N 000678 0795 102.59 070898 N 000650 0796 88.23 071498 N 000655 0797 422.37 092398 N 1333.0 0798 63.55 111298 N 000764 0799 669.48 111298 N 000772 0800 385.22 113098 N 000751 0801 602.95 121998 N 000755 0801-1 -602.95 121998 N 000755 DAO CORRECTING ENTRY 0801-2 602.95 121998 N 000755 DAO CORRECTING ENTRY 0802 369.16 012099 N 001401 0814 111.95 101298 N 1342.0 0815 133.12 081198 N 1482.0 0816 94.87 032497 N 001063 0816-1 -94.87 032497 N 001063 DAO CORRECTING ENTRY 0816-2 94.87 032497 N 001063 DAO CORRECTING ENTRY 002 0076 480.33 E.W. @ F.A.(+) 120298 N 000592 0077 4,067.52 091098 N 000577 0078 1,012.50 092198 N 000578 0079 3,318.13 092198 N 000578 0079-1 -3,318.13 092198 N 000578 DAO CORRECTING ENTRY 0079-2 3,318.13 092198 N 000579 DAO CORRECTING ENTRY 0080 7,980.63 092698 N 000580 0081 592.58 093098 N 000581 0082 399.39 101598 N 000582 0083 757.66 101998 N 000583 0084 304.24 102298 N 000584 0085 1,461.50 102298 N 000585 0086 964.71 111898 N 000586 0087 6,444.30 112198 N 000587 0088 8,860.23 112298 N 000588 0089 1,057.05 011199 N 000593 0090 1,745.04 011499 N 000595 0091 3,310.70 011699 N 000596 0091-1 -3,310.70 011699 N 000596 DAO CORRECTING ENTRY 0091-2 3,161.81 011699 N 000596 DAO CORRECTING ENTRY 0092 4,609.93 011799 N 000597 003 0019 1,633.60 A.C. @ U.P.(+) 013199 N 000018 0020 528.00 022899 N 000019 005 0032 69.00 E.W. @ F.A.(+) 091798 N 1029.1 0033 1,014.06 111698 N 001031 0034 957.29 111798 N 001032 0035 1,874.14 092398 N 001035 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 5 DATE 04/26/99 EST. NO.30 TIME 08:11 AM R.E. NAME: HAMIDI, FRED 12-035714 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0036 1,685.73 092498 N 001036 0037 1,053.56 092598 N 001040 0038 1,827.35 092298 N 1034.0 0039 372.03 100598 N 1038.0 009 0111 705.96 E.W. @ F.A.(+) 021799 N 001109 0112 105.32 123098 N 1103.1 0113 785.67 030299 N 001114 0114 331.22 092198 N 001115 0115 1,034.60 030999 N 001116 0118 172.00 062797 N 001009 0119 22.31 100797 N 1022.1 0120 39.65 102997 N 1024.1 0121 39.83 112697 N 1031.1 0122 289.27 111098 N 001097 0123 332.57 012699 N 001108 011 0000-1 -82.21 E.W. @ F.A.(+) N 759 0 DAO CORRECTING ENTRY 018 0014 548.20 E.W. @ F.A.(+) 100898 N 001002 0015 202.54 100898 N 1002.1 035 0025 195.25 E.W. @ F.A.(+) 060997 N 1001.1 048 0023-1 -962.07 E.W. @ F.A.(+) 102997 N 1007.0 DAO CORRECTING ENTRY 0026 3,244.22 091097 N 000516 078 0002 560.87 E.W. @ F.A.(+) 080697 N 000500 079 0014 2,097.43 E.W. @ F.A.(+) 080997 N 000510 084 0035 69.00 E.W. @ F.A.(+) 042198 N 1011.1 0036 143.75 042398 N 1013.1 0037 143.75 042798 N 1034.1 0038 212.75 042898 N 1015.1 0039 255.95 042998 N 1016.1 0040 212.75 050498 N 1019.1 0041 32.84 050798 N 1021.1 0042 212.75 050698 N 1020.1 0043 245.59 050898 N 1019.1 0044 242.88 051198 N 1022.1 0045 271.28 051298 N 1024.1 0046 200.56 052998 N 1037.1 0047 668.39 052898 N 1038.1 0048 269.56 052798 N 1033.1 0049 200.56 052698 N 1032.1 0050 202.28 052298 N 1031.1 0051 209.58 052098 N 1035.1 0052 22.91 041898 N 1041.0 0053 143.75 051998 N 1030.1 0054 179.79 051898 N 1028.1 0055 242.88 051598 N 1027.1 0056 327.25 041598 N 1007.1 0057 271.28 051498 N 1026.1 0058 2,640.37 041798 N 1009.1 0059 372.32 020498 N 001002 0059-1 -372.32 020498 N 001002 DAO CORRECTING ENTRY 0059-2 372.32 020498 N 001002 DAO CORRECTING ENTRY 0059-3 -372.32 020498 N 001002 DAO CORRECTING ENTRY PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 6 DATE 04/26/99 EST. NO.30 TIME 08:11 AM R.E. NAME: HAMIDI, FRED 12-035714 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0059-4 372.32 020498 N 001002 DAO CORRECTING ENTRY 0059-5 -372.32 020498 N 001002 DAO CORRECTING ENTRY 0059-6 384.49 020498 N 001002 DAO CORRECTING ENTRY 0060 2,437.38 042798 N 001034 0065 1,049.98 051998 N 001030 086 0004 2,333.71 E.W. @ F.A.(+) 110498 N 001001 0005 1,541.54 110598 N 001002 0006 21,196.66 111898 N 001002 0008 909.27 081798 N 001006 0009 3,078.43 081898 N 001007 093 0001 5,708.92 E.W. @ F.A.(+) 091197 N 000500 0002 5,891.32 091997 N 000501 0003 7,607.41 092097 N 000502 0004 9,152.77 092197 N 000503 0005 334.53 092497 N 505 0 0006 5,958.18 102897 N 000507 0007 5,913.93 102997 N 000508 0008 1,002.79 102097 N 005001 0009 710.92 102297 N 005002 0010 273.69 102997 N 005003 0011 273.69 103197 N 005004 0012 542.12 100897 N 000506 0013 4,878.97 110797 N 000509 096 0013 929.03 E.W. @ F.A.(+) 021299 N 005013 0014 335.30 032399 N 005014 106 0058 2,744.47 E.W. @ F.A.(+) 121698 N 1029.1 0059 61.21 012599 N 1032.1 0060 205.64 021899 N 1045.1 0061 1,180.73 030899 N 001051 0062 689.22 120198 N 005004 0063 424.37 120498 N 1028.0 0064 559.30 012599 N 1039.0 0065 309.16 012799 N 1049.0 0066 1,040.64 020199 N 1034.1 0067 23.00 021199 N 1041.0 0068 485.79 021999 N 1047.0 0069 521.41 030599 N 1050.0 109 0006 3,692.02 E.W. @ F.A.(+) 102197 N 000506 0007 628.54 111597 N 1001.0 129 0001 2,106.42 E.W. @ F.A.(+) 120497 N 000500 0002 186.41 120497 N 001001 133 0004 633.35 E.W. @ F.A.(+) 022599 N 005004 0005 2,069.75 020399 N 000500 140 0001 2,663.10 E.W. @ F.A.(+) 022098 N 000500 0002 3,950.15 022198 N 000501 149 0001 7,552.99 E.W. @ F.A.(+) 033098 N 000500 0007 492.66 040998 N 000182 0009 950.75 092698 N 509 0 152 0001 1,119.43 E.W. @ F.A.(+) 041098 N 000500 0002 499.65 041498 N 000501 0003 1,282.37 042098 N 000502 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 7 DATE 04/26/99 EST. NO.30 TIME 08:11 AM R.E. NAME: HAMIDI, FRED 12-035714 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 156 0001 3,522.14 E.W. @ F.A.(+) 051898 N 000501 0002 3,576.13 051998 N 000502 0003 1,802.50 052098 N 000500 0004 1,379.10 042398 N 000503 0004-1 -1,379.10 042398 N 000503 DAO CORRECTING ENTRY 0004-2 1,379.10 042398 N 000503 DAO CORRECTING ENTRY 0005 3,574.26 042798 N 000505 0005-1 -3,574.26 042798 N 000505 DAO CORRECTING ENTRY 0005-2 3,223.77 042798 N 000505 DAO CORRECTING ENTRY 0005-3 -3,223.77 042798 N 000505 DAO CORRECTING ENTRY 0005-4 3,223.77 042798 N 000505 DAO CORRECTING ENTRY 0006 4,707.59 050198 N 000510 0006-1 -4,707.59 050198 N 000510 DAO CORRECTING ENTRY 0006-2 4,814.32 050198 N 000510 DAO CORRECTING ENTRY 0007 2,414.24 050598 N 000512 0008 3,991.05 050798 N 000511 0009 4,394.87 050898 N 000513 0010 5,508.86 051198 N 000514 0011 712.69 051298 N 000515 0012 1,102.06 051398 N 000516 170 0001 14,048.38 E.W. @ F.A.(+) 100198 N 005001 176 0001 1,949.93 E.W. @ F.A.(+) 011199 N 1001.0 0002 2,314.35 030499 N 005003 0002-1 -2,314.35 030499 N 005003 DAO CORRECTING ENTRY 0002-2 2,218.67 030499 N 005003 DAO CORRECTING ENTRY 0003 422.64 030599 N 005001 0004 224.04 030899 N 005004 349,362.51 TOTAL THIS ESTIMATE 4,059,422.25 TOTAL PREVIOUS ESTIMATE 4,408,784.76 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 04/26/99 EST. NO.30 TIME 08:11 AM R.E. NAME: HAMIDI, FRED 12-035714 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE UNACCEPTABLE K-RAIL -14,700.00 01 UNACCEPTABLE K-RAIL 14,700.00 02 0.00 0.00 LABOR COMPLIANCE VIOLATION UNSATIS. PAYROLLS -10,000.00 03 UNSATIS. PAYROLLS -10,000.00 04 UNSATIS PAYROLL -10,000.00 12 UNSATIS PAYROLLS -10,000.00 16 UNSATIS. PAYROLLS 10,000.00 18 UNSATIS. PAYROLLS 10,000.00 18 UNSATIS. PAYROLLS 10,000.00 18 UNSATIS. PAYROLLS 10,000.00 18 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 04/26/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035714 TIME 08:11 AM ESTIMATE NO. 30 BID OPENING 10/17/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/99 R.E. NAME: HAMIDI, FRED DATE OF THIS ESTIMATE 04/26/99 LOCATION RERUN PROGRESS ESTIMATE 12-ORA-5-41.5/43.5 ----------------------- MCM CONSTRUCTION IN ORANGE COUNTY IN ANAHEIM, P.O. BOX 620 FULLERTON AND BUENA PARK AT VARIOUS NORTH HIGHLANDS, CA 95660 LOCATIONS FED. AID NO. ACIM-005 -2(857)113,ACIM-005 -2(857)E ,ACNH-005 -2(857)113 WIDEN FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 5,000.0000 5,000.00 0.880 4,400.00 002 TEMPORARY CULVERT LF 25.0000 20,250.00 946.000 23,650.00 003 WATER POLLUTION CONTROL LS 5,000.0000 5,000.00 0.030 150.00 0.940 4,700.00 004 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.700 14,000.00 005 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 1.000 50,000.00 (S) 006 TYPE III BARRICADE EA 100.0000 2,700.00 44.000 4,400.00 007 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 17,500.00 229.000 8,015.00 008 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 120,000.00 7.520 112,800.00 009 TEMPORARY RAILING (TYPE K) LF 7.5000 930,000.00 1,880.000 14,100.00 97,310.000 729,825.00 010 TEMPORARY CRASH CUSHION MODULE EA 200.0000 116,000.00 19.000 3,800.00 1,447.000 289,400.00 011 TEMPORARY TRAFFIC SCREEN LF 2.0000 248,000.00 41,000.000 82,000.00 012 ABANDON CULVERT EA 300.0000 9,900.00 26.000 7,800.00 013 ABANDON INLET EA 250.0000 6,000.00 19.000 4,750.00 014 ABANDON MANHOLE EA 1,000.0000 1,000.00 2.000 2,000.00 015 ABANDON 1-1/2" WATER PIPE EA 300.0000 300.00 0.000 0.00 016 REMOVE METAL BEAM GUARD RAILING LF 2.0000 39,600.00 13,867.000 27,734.00 017 REMOVE FLARED END SECTION EA 100.0000 500.00 1.000 100.00 018 REMOVE TRAFFIC STRIPE LF 0.5000 62,500.00 19,164.000 9,582.00 251,656.000 125,828.00 019 REMOVE PAVEMENT MARKER EA 1.0000 26,800.00 363.000 363.00 28,635.000 28,635.00 020 REMOVE ROADSIDE SIGN EA 70.0000 3,920.00 21.000 1,470.00 021 REMOVE SIGN STRUCTURE EA 2,500.0000 42,500.00 15.000 37,500.00 022 REMOVE CULVERT EA 350.0000 12,950.00 1.000 350.00 62.000 21,700.00 PROGRAM CAS145 PAGE 2 DATE 04/26/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035714 TIME 08:11 AM ESTIMATE NO. 30 BID OPENING 10/17/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/99 R.E. NAME: HAMIDI, FRED DATE OF THIS ESTIMATE 04/26/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE INLET EA 400.0000 15,600.00 2.000 800.00 50.000 20,000.00 024 REMOVE HEADWALL EA 500.0000 6,500.00 20.000 10,000.00 025 REMOVE DOWNDRAIN EA 300.0000 900.00 3.000 900.00 026 REMOVE CONCRETE PAVEMENT SQYD 3.0000 132,900.00 37,448.000 112,344.00 027 SALVAGE CHAIN LINK FENCE LF 2.0000 8,780.00 5,928.000 11,856.00 028 RELOCATE ROADSIDE SIGN EA 120.0000 3,120.00 0.000 0.00 029 ADJUST SANITARY SEWER MANHOLE TO GRADE EA 1,800.0000 9,000.00 5.000 9,000.00 030 REMOVE CONCRETE (CURB AND GUTTER) LF 1.5000 12,750.00 8,947.000 13,420.50 031 REMOVE CONCRETE SIDEWALK LF 2.5000 2,000.00 594.000 1,485.00 032 REMOVE CONCRETE BARRIER LF 6.0000 33,900.00 1,692.000 10,152.00 033 CLEAN BRIDGE DECK SQFT 0.3500 11,935.00 0.000 0.00 034 REMOVE CRASH CUSHION EA 500.0000 2,000.00 0.000 0.00 035 BRIDGE REMOVAL, LOCATION A LS 65,000.0000 65,000.00 0.970 63,050.00 036 BRIDGE REMOVAL, LOCATION B LS 76,000.0000 76,000.00 1.000 76,000.00 037 BRIDGE REMOVAL, LOCATION C LS 46,000.0000 46,000.00 1.000 46,000.00 038 BRIDGE REMOVAL, LOCATION D LS 129,000.0000 129,000.00 0.000 0.00 039 BRIDGE REMOVAL, LOCATION E LS 62,000.0000 62,000.00 1.000 62,000.00 040 BRIDGE REMOVAL (PORTION), LOCATION A LS 27,000.0000 27,000.00 1.000 27,000.00 041 BRIDGE REMOVAL (PORTION), LOCATION B LS 1,400.0000 1,400.00 0.000 0.00 042 BRIDGE REMOVAL (PORTION), LOCATION C LS 25,000.0000 25,000.00 0.500 12,500.00 043 BRIDGE REMOVAL (PORTION), LOCATION D LS 12,000.0000 12,000.00 1.000 12,000.00 044 BRIDGE REMOVAL (PORTION), LOCATION E LS 29,000.0000 29,000.00 1.000 29,000.00 045 BRIDGE REMOVAL (PORTION), LOCATION F LS 50,000.0000 50,000.00 1.000 50,000.00 046 JACKING SUPERSTRUCTURE LS 15,000.0000 15,000.00 1.000 15,000.00 047 CLEARING AND GRUBBING ACRE 2,500.0000 212,500.00 85.000 212,500.00 048 ROADWAY EXCAVATION CY 4.0000 500,000.00 297.000 1,188.00 113,561.000 454,244.00 049 STRUCTURE EXCAVATION (BRIDGE) CY 20.0000 358,400.00 112.000 2,240.00 18,779.000 375,580.00 (F) PROGRAM CAS145 PAGE 3 DATE 04/26/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035714 TIME 08:11 AM ESTIMATE NO. 30 BID OPENING 10/17/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/99 R.E. NAME: HAMIDI, FRED DATE OF THIS ESTIMATE 04/26/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE EXCAVATION (RETAINING WALL) CY 20.0000 409,600.00 1,040.000 20,800.00 16,965.600 339,312.00 (F) 051 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 20.0000 18,600.00 934.000 18,680.00 (F) 052 STRUCTURE BACKFILL (BRIDGE) CY 20.0000 254,600.00 785.700 15,714.00 12,728.500 254,570.00 (F) 053 STRUCTURE BACKFILL (RETAINING WALL) CY 15.0000 537,600.00 5,150.600 77,259.00 30,768.000 461,520.00 (F) 054 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 25.0000 3,250.00 0.000 0.00 (F) 055 PERVIOUS BACKFILL MATERIAL (RETAINING CY 30.0000 61,200.00 -24.500 -735.00 1,579.500 47,385.00 WALL) 056 SAND BACKFILL CY 100.0000 11,000.00 233.500 23,350.00 057 EARTH RETAINING STRUCTURE, LOCATION A SQFT 22.0000 436,700.00 19,850.000 436,700.00 (F) 058 EARTH RETAINING STRUCTURE, LOCATION B SQFT 24.0000 457,680.00 15,400.000 369,600.00 (F) 059 IMPORTED BORROW CY 3.7500 1391,250.00 431,237.000 1,617,138.75 060 HIGHWAY PLANTING LS 15,000.0000 15,000.00 0.000 0.00 (S) 061 EROSION CONTROL (TYPE D) ACRE 1,500.0000 55,500.00 16.000 24,000.00 (S) 062 TRANSPLANT PALM TREE EA 800.0000 37,600.00 42.000 33,600.00 (S) 063 PLANT ESTABLISHMENT WORK LS 15,000.0000 15,000.00 0.000 0.00 (S) 064 IRRIGATION SYSTEM LS 100,000.0000 100,000.00 0.000 0.00 (S) 065 3" SUPPLY LINE (BRIDGE) LF 15.0000 36,000.00 2,820.000 42,300.00 066 WATER METER LS 7,500.0000 7,500.00 1.000 7,500.00 (S) 067 10" CORRUGATED STEEL PIPE CONDUIT LF 45.0000 99,000.00 1,444.000 64,980.00 (S) (.064" THICK), OPEN TRENCH 068 10" WELDED STEEL PIPE CONDUIT LF 65.0000 46,475.00 386.000 25,090.00 (S) (.250" THICK), OPEN TRENCH 069 10" WELDED STEEL PIPE CONDUIT LF 200.0000 37,000.00 218.000 43,600.00 (S) (.250" THICK), JACKED 070 EXTEND 6" CONDUIT LF 190.0000 8,550.00 0.000 0.00 (S) 071 CLASS 4 AGGREGATE SUBBASE CY 10.0000 74,400.00 449.800 4,498.00 6,223.300 62,233.00 072 CLASS 2 AGGREGATE BASE CY 16.0000 428,800.00 461.300 7,380.80 19,162.900 306,606.40 073 AGGREGATE BASE (APPROACH SLAB) CY 50.0000 4,550.00 58.500 2,925.00 074 CLASS 3 AGGREGATE BASE CY 16.0000 76,800.00 4,413.000 70,608.00 075 LEAN CONCRETE BASE CY 85.0000 487,050.00 904.400 76,874.00 3,908.880 332,254.80 076 ASPHALT TREATED PERMEABLE BASE CY 50.0000 670,000.00 594.680 29,734.00 5,712.080 285,604.00 PROGRAM CAS145 PAGE 4 DATE 04/26/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035714 TIME 08:11 AM ESTIMATE NO. 30 BID OPENING 10/17/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/99 R.E. NAME: HAMIDI, FRED DATE OF THIS ESTIMATE 04/26/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 078 ASPHALT CONCRETE TON 31.5000 1779,750.00 47,989.900 1,511,681.85 079 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 6.0000 19,200.00 121.000 726.00 AREA) 080 PLACE ASPHALT CONCRETE DIKE (TYPE A) LF 1.0000 8,200.00 1,505.000 1,505.00 081 PLACE ASPHALT CONCRETE DIKE (TYPE E) LF 1.0000 13,900.00 4,766.000 4,766.00 082 CONCRETE PAVEMENT CY 94.0000 3346,400.00 3,256.700 306,129.80 16,287.000 1,530,978.00 083 CONCRETE PAVEMENT (RAMP TERMINI) CY 15.0000 16,500.00 289.700 4,345.50 634.700 9,520.50 084 SEAL PAVEMENT JOINT LF 1.1000 108,570.00 19,044.000 20,948.40 085 GROOVE EXISTING CONCRETE PAVEMENT SQFT 1.0000 8,300.00 0.000 0.00 086 FURNISH 16" STEEL PIPE PILING LF 25.0000 63,550.00 2,540.330 63,508.25 087 DRIVE 16" STEEL PIPE PILE EA 500.0000 24,000.00 48.000 24,000.00 (S) 088 FURNISH PILING (CLASS 70) LF 10.0000 507,660.00 46,917.920 469,179.20 089 DRIVE PILE (CLASS 70) EA 500.0000 556,000.00 1,048.000 524,000.00 (S) 090 FURNISH PILING (CLASS 45) LF 12.0000 324,960.00 -228.000 -2,736.00 22,994.460 275,933.52 091 DRIVE PILE (CLASS 45) EA 500.0000 509,000.00 -7.000 -3,500.00 903.000 451,500.00 (S) 092 FURNISH PILING (CLASS 45) (ALT W) LF 18.0000 155,106.00 922.570 16,606.26 093 DRIVE PILE (CLASS 45) (ALT W) EA 500.0000 92,000.00 18.000 9,000.00 (S) 094 FURNISH 16" CAST-IN-STEEL SHELL LF 25.0000 391,650.00 23,608.080 590,202.00 CONCRETE PILING 095 DRIVE 16" CAST-IN-STEEL SHELL CONCRETE EA 700.0000 204,400.00 423.000 296,100.00 (S) PILE 096 16" CAST-IN-DRILLED-HOLE CONCRETE LF 18.0000 72,000.00 288.870 5,199.66 4,000.000 72,000.00 (S) PILING (BARRIER) 097 PRESTRESSING CAST-IN-PLACE CONCRETE LS 780,000.0000 780,000.00 0.030 23,400.00 0.820 639,600.00 (S) 098 SOIL NAIL ASSEMBLY LF 8.5000 160,990.00 16,650.000 141,525.00 (S) 099 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 200.0000 690,000.00 23.500 4,700.00 3,759.000 751,800.00 (F) 100 STRUCTURAL CONCRETE, BRIDGE CY 335.0000 7895,950.00 29.000 9,715.00 19,658.480 6,585,590.80 (F) 101 STRUCTURAL CONCRETE, RETAINING WALL CY 335.0000 3935,245.00 332.850 111,504.75 10,486.700 3,513,044.50 (F) 102 STRUCTURAL CONCRETE, APPROACH SLAB CY 200.0000 344,000.00 88.000 17,600.00 1,249.500 249,900.00 (F) (TYPE N) 103 STRUCTURAL CONCRETE, APPROACH SLAB CY 250.0000 225,000.00 168.000 42,000.00 318.000 79,500.00 (F) (TYPE R) PROGRAM CAS145 PAGE 5 DATE 04/26/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035714 TIME 08:11 AM ESTIMATE NO. 30 BID OPENING 10/17/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/99 R.E. NAME: HAMIDI, FRED DATE OF THIS ESTIMATE 04/26/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 CLASS A CONCRETE (BOX CULVERT) CY 500.0000 2628,000.00 5,093.000 2,546,500.00 (F) 105 MINOR CONCRETE (MINOR STRUCTURE) CY 600.0000 293,400.00 10.220 6,132.00 373.300 223,980.00 (F) 106 PILASTER, RETAINING WALL CY 500.0000 13,500.00 19.000 9,500.00 (F) 107 PILASTER, OVERCROSSING EA 1,000.0000 8,000.00 8.000 8,000.00 (F) 108 PAVING NOTCH EXTENSION CF 70.0000 18,200.00 20.000 1,400.00 109 CONCRETE SURFACE TEXTURE SQFT 2.5000 122,850.00 41,760.000 104,400.00 (F) 110 FRACTURED RIB TEXTURE SQFT 2.5000 188,950.00 6,927.500 17,318.75 87,717.000 219,292.50 (F) 111 FRACTURED RIB TEXTURE (PALM TREE) SQFT 5.5000 224,070.00 3,477.000 19,123.50 41,620.000 228,910.00 (F) 112 DRILL AND BOND DOWEL LF 12.0000 45,840.00 3,575.050 42,900.60 113 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 15.0000 3,900.00 133.000 1,995.00 114 INSTALL STUD CONNECTORS EA 10.0000 5,800.00 0.000 0.00 115 REFINISH BRIDGE DECK SQFT 15.0000 8,700.00 0.000 0.00 116 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 5.5000 273,075.00 22,540.000 123,970.00 37,800.000 207,900.00 (F) 117 SOUND WALL (MASONRY BLOCK) SQFT 5.5000 3,080.00 1,125.000 6,187.50 118 MASONRY BLOCK WALL SQFT 5.5000 18,920.00 990.000 5,445.00 (F) 119 JOINT SEAL (MR 1/2") LF 15.0000 12,900.00 290.000 4,350.00 (S) 120 JOINT SEAL (TYPE B-MR 1") LF 20.0000 620.00 35.000 700.00 (S) 121 JOINT SEAL (TYPE B-MR 2") LF 28.0000 13,160.00 330.000 9,240.00 (S) 122 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 70.0000 23,100.00 137.000 9,590.00 (S) 123 JOINT SEAL ASSEMBLY (MR 3") LF 70.0000 37,100.00 282.000 19,740.00 (S) 124 JOINT SEAL ASSEMBLY (MR 3 1/2") LF 70.0000 8,400.00 40.000 2,800.00 (S) 125 JOINT SEAL ASSEMBLY (MR 4") LF 70.0000 7,700.00 0.000 0.00 (S) 126 BAR REINFORCING STEEL (BRIDGE) LB 0.4300 2147,119.00 12,331.000 5,302.33 4,511,841.000 1,940,091.63 (SF) 127 BAR REINFORCING STEEL (RETAINING WALL) LB 0.4500 528,430.50 2,086.000 938.70 997,931.000 449,068.95 (SF) 128 BAR REINFORCING STEEL (BOX CULVERT) LB 0.4000 668,678.40 1,618,746.000 647,498.40 (SF) 129 SHOTCRETE CY 200.0000 30,000.00 124.000 24,800.00 (F) 130 ASPHALT MEMBRANE WATERPROOFING SQFT 6.5000 3,055.00 470.000 3,055.00 (SF) PROGRAM CAS145 PAGE 6 DATE 04/26/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035714 TIME 08:11 AM ESTIMATE NO. 30 BID OPENING 10/17/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/99 R.E. NAME: HAMIDI, FRED DATE OF THIS ESTIMATE 04/26/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 TREAT BRIDGE DECK SQFT 0.3500 11,935.00 0.000 0.00 (F) 132 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 50.0000 17,150.00 0.000 0.00 (LOW ODOR) 133 COLUMN CASING LB 2.0000 81,200.00 36,540.000 73,080.00 (SF) 134 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.2000 624,360.00 520,300.000 624,360.00 (SF) 135 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.2000 104,060.00 -50,000.000 -10,000.00 470,300.000 94,060.00 (SF) 136 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 1.5000 34,290.00 0.000 0.00 (SF) 137 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.2000 4,572.00 0.000 0.00 (SF) 138 FURNISH SIGN STRUCTURE (TRUSS) LB 1.3000 176,397.00 0.000 0.00 (SF) 139 INSTALL SIGN STRUCTURE (TRUSS) LB 0.1500 20,353.50 0.000 0.00 (SF) 140 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 200.0000 17,600.00 0.000 0.00 (S) (SIGN FOUNDATION) 141 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 240.0000 57,600.00 57.000 13,680.00 (S) (SIGN FOUNDATION) 142 METAL (ROADSIDE SIGN) EA 150.0000 1,050.00 0.000 0.00 143 METAL (RAIL MOUNTED SIGN) LB 5.0000 5,000.00 0.000 0.00 (S) 144 ROADSIDE SIGN - ONE POST EA 120.0000 5,400.00 0.000 0.00 145 ROADSIDE SIGN - TWO POST EA 240.0000 3,360.00 0.000 0.00 146 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 90.0000 720.00 0.000 0.00 METHOD) 147 INSTALL SIGN OVERLAY SQFT 5.0000 415.00 0.000 0.00 148 ABUTMENT LUMBER BLOCKING MFBM 2,000.0000 18,000.00 9.300 18,600.00 (F) 149 CLEAN AND PAINT STRUCTURAL STEEL LS 100,000.0000 100,000.00 1.000 100,000.00 (S) 150 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 25.0000 8,250.00 79.150 1,978.75 459.170 11,479.25 (S) 151 WORK AREA MONITORING LS 5,000.0000 5,000.00 0.400 2,000.00 152 PAINT CONCRETE SURFACES SQFT 1.0000 49,560.00 0.000 0.00 (S) 153 18" ALTERNATIVE PIPE CULVERT LF 30.0000 67,800.00 2,779.000 83,370.00 154 24" ALTERNATIVE PIPE CULVERT LF 36.0000 597,600.00 -28.000 -1,008.00 16,494.000 593,784.00 155 30" ALTERNATIVE PIPE CULVERT LF 50.0000 51,000.00 963.000 48,150.00 156 36" ALTERNATIVE PIPE CULVERT LF 52.0000 34,320.00 869.000 45,188.00 157 84" ALTERNATIVE PIPE CULVERT LF 150.0000 79,500.00 530.000 79,500.00 PROGRAM CAS145 PAGE 7 DATE 04/26/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035714 TIME 08:11 AM ESTIMATE NO. 30 BID OPENING 10/17/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/99 R.E. NAME: HAMIDI, FRED DATE OF THIS ESTIMATE 04/26/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 24" REINFORCED CONCRETE PIPE LF 40.0000 41,600.00 112.000 4,480.00 1,164.000 46,560.00 159 54" REINFORCED CONCRETE PIPE LF 150.0000 31,500.00 216.000 32,400.00 160 JACKED REINFORCED CONCRETE BOX LF 3,500.0000 385,000.00 0.000 0.00 161 18" SLOTTED CORRUGATED STEEL PIPE LF 60.0000 123,600.00 516.000 30,960.00 2,404.000 144,240.00 (.079" THICK) 162 3" PLASTIC PIPE (EDGE DRAIN) LF 6.0000 138,000.00 1,296.000 7,776.00 11,245.000 67,470.00 163 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 12.0000 28,200.00 160.000 1,920.00 1,360.000 16,320.00 164 GEOCOMPOSITE DRAIN SQFT 2.0000 3,520.00 1,308.000 2,616.00 165 24" ALTERNATIVE FLARED END SECTION EA 700.0000 3,500.00 0.000 0.00 166 36" AUTOMATIC DRAINAGE GATE EA 2,600.0000 15,600.00 2.000 5,200.00 167 36" PRECAST CONCRETE PIPE MANHOLE LF 100.0000 5,400.00 6.000 600.00 42.500 4,250.00 168 ROCK ENERGY DISSIPATOR CY 50.0000 3,100.00 0.000 0.00 169 SLOPE PAVING (CONCRETE) CY 200.0000 92,000.00 0.000 0.00 (F) 170 MINOR CONCRETE (CHANNEL LINING) CY 220.0000 24,200.00 0.000 0.00 171 MINOR CONCRETE (MISCELLANEOUS CY 180.0000 113,760.00 51.100 9,198.00 832.500 149,850.00 CONSTRUCTION) 172 MINOR CONCRETE (GUTTER) LF 12.0000 26,760.00 630.000 7,560.00 630.000 7,560.00 (SF) 173 MINOR CONCRETE CY 300.0000 39,000.00 92.400 27,720.00 92.400 27,720.00 (PATTERN STAMPED CONCRETE) 174 FRAME AND GRATE 24-12 EA 275.0000 57,750.00 4.000 1,100.00 75.000 20,625.00 (S) 175 FRAME AND GRATE 18-9 EA 300.0000 4,800.00 16.000 4,800.00 (S) 176 FRAME AND COVER EA 220.0000 6,820.00 1.000 220.00 35.000 7,700.00 (S) 177 MISCELLANEOUS METAL LB 3.0000 2,820.00 0.000 0.00 (S) 178 MISCELLANEOUS METAL (BRIDGE) LB 2.5000 71,800.00 6,508.000 16,270.00 (SF) 179 CHAIN LINK FENCE (TYPE CL-4) LF 6.0000 4,560.00 0.000 0.00 (S) 180 CHAIN LINK FENCE (TYPE CL-6) LF 8.0000 2,000.00 0.000 0.00 (S) 181 PICKET FENCING, OVERCROSSING LF 150.0000 403,650.00 0.000 0.00 (SF) 182 6' CHAIN LINK GATE (TYPE CL-6) EA 350.0000 700.00 0.000 0.00 (S) 183 DELINEATOR (CLASS 1) EA 30.0000 450.00 0.000 0.00 (S) 184 CONCRETE BARRIER (TYPE 25) LF 27.0000 156,897.00 2,114.000 57,078.00 (F) PROGRAM CAS145 PAGE 8 DATE 04/26/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035714 TIME 08:11 AM ESTIMATE NO. 30 BID OPENING 10/17/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/99 R.E. NAME: HAMIDI, FRED DATE OF THIS ESTIMATE 04/26/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 CONCRETE BARRIER (TYPE 25A) LF 27.0000 113,832.00 157.000 4,239.00 3,535.220 95,450.94 (F) 186 CONCRETE BARRIER (TYPE 25R) LF 28.0000 30,940.00 -14.500 -406.00 650.500 18,214.00 (F) 187 CONCRETE BARRIER (TYPE 27A MODIFIED) LF 29.0000 63,220.00 124.000 3,596.00 2,133.000 61,857.00 188 CONCRETE BARRIER (TYPE 27SV) LF 31.0000 40,610.00 300.000 9,300.00 1,139.000 35,309.00 189 CONCRETE BARRIER (TYPE 27 MODIFIED) LF 30.0000 48,810.00 527.000 15,810.00 (F) 190 CONCRETE BARRIER (TYPE 29M) LF 44.0000 66,924.00 1,470.000 64,680.00 (F) 191 CONCRETE BARRIER (TYPE 60A) LF 30.0000 21,660.00 0.000 0.00 (F) 192 CONCRETE BARRIER (TYPE 60) LF 26.0000 248,040.00 985.000 25,610.00 2,140.000 55,640.00 193 CONCRETE BARRIER (TYPE 60 MOD) LF 22.0000 53,900.00 0.000 0.00 194 CONCRETE BARRIER (TYPE 60C) LF 50.0000 280,000.00 0.000 0.00 195 CONCRETE BARRIER (TYPE 60C MOD) LF 80.0000 60,800.00 0.000 0.00 196 CONCRETE BARRIER (TYPE 60D) LF 30.0000 26,400.00 0.000 0.00 197 CONCRETE BARRIER (TYPE 60E) LF 110.0000 11,000.00 100.000 11,000.00 198 CONCRETE BARRIER (TYPE 60G) LF 45.0000 53,550.00 721.000 32,445.00 199 CABLE RAILING LF 6.0000 11,400.00 0.000 0.00 (SF) 200 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 201 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 13,230.00 0.000 0.00 (S) 202 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 3,360.00 0.000 0.00 (S) (BROKEN 12-3) 203 THERMOPLASTIC PAVEMENT MARKING SQFT 2.7000 10,476.00 0.000 0.00 (S) 204 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 213.00 0.000 0.00 (S) (BROKEN 6-1) 205 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 363.00 0.000 0.00 (S) (BROKEN 17-7) 206 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2000 77,800.00 14,275.000 2,855.00 384,556.000 76,911.20 (S) 207 PAINT PAVEMENT MARKING SQFT 1.3500 4,860.00 553.000 746.55 6,782.000 9,155.70 (S) 208 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 35,700.00 13,498.000 20,247.00 (S) 209 PAVEMENT MARKER (REFLECTIVE) EA 3.0000 46,200.00 490.000 1,470.00 10,474.000 31,422.00 (S) 210 SIGNAL AND LIGHTING (LOCATION 1) LS 60,000.0000 60,000.00 0.030 1,800.00 0.930 55,800.00 (S) 211 SIGNAL AND LIGHTING (LOCATION 2) LS 61,000.0000 61,000.00 0.850 51,850.00 (S) PROGRAM CAS145 PAGE 9 DATE 04/26/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035714 TIME 08:11 AM ESTIMATE NO. 30 BID OPENING 10/17/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/99 R.E. NAME: HAMIDI, FRED DATE OF THIS ESTIMATE 04/26/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 SIGNAL AND LIGHTING (LOCATION 3) LS 62,000.0000 62,000.00 0.050 3,100.00 0.750 46,500.00 (S) 213 LIGHTING (CITY STREET) LS 100,000.0000 100,000.00 0.800 80,000.00 (S) 214 LIGHTING AND SIGN ILLUMINATION LS 120,000.0000 120,000.00 0.930 111,600.00 (S) 215 RELOCATE ELECTROLIER MARBELITE (CITY) LS 700,000.0000 700,000.00 -0.500 -350,000.00 0.300 210,000.00 (S) 216 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 2,500.0000 5,000.00 0.000 0.00 (S) 217 INTERCONNECTION CONDUIT AND CONDUCTOR LS 24,000.0000 24,000.00 0.700 16,800.00 (S) 218 COMMUNICATION CONDUIT LS 300,000.0000 300,000.00 0.900 270,000.00 (S) 219 SPRINKLER CONTROL CONDUIT (BRIDGE) LF 6.0000 19,140.00 3,000.000 18,000.00 (SF) 220 TRAFFIC MONITORING STATION LS 50,000.0000 50,000.00 0.800 40,000.00 (S) 221 CLOSED CIRCUIT TELEVISION SYSTEM LS 100,000.0000 100,000.00 0.300 30,000.00 (S) 222 RAMP METERING SYSTEM (LOCATION 1) LS 50,000.0000 50,000.00 0.900 45,000.00 (S) 223 RAMP METERING SYSTEM (LOCATION 2) LS 60,000.0000 60,000.00 0.750 45,000.00 (S) 224 RAMP METERING SYSTEM (LOCATION 3) LS 30,000.0000 30,000.00 0.100 3,000.00 0.300 9,000.00 (S) 225 ELECTROLIER, OVERCROSSING EA 16,000.0000 160,000.00 0.000 0.00 (S) 226 ELECTROLIER, MARBELITE (CITY) EA 1,400.0000 15,400.00 11.000 15,400.00 (S) 227 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 228 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 0.800 1,600.00 PLAN 229 18" REINFORCED CONCRETE PIPE LF 30.0000 43,800.00 1,445.000 43,350.00 230 MISCELLANEOUS METAL (TIE ROD) LF 10.0000 2,310.00 462.000 4,620.00 462.000 4,620.00 (SF) 231 CRASH CUSHION ATTENUATING TERMINAL (CAT) EA 5,000.0000 60,000.00 0.000 0.00 (S) 232 RELOCATE ELECTROLIER MARBELITE (CITY) EA 1,250.0000 2,500.00 2.000 2,500.00 PROGRAM CAS145 PAGE 10 DATE 04/26/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035714 TIME 08:11 AM ESTIMATE NO. 30 BID OPENING 10/17/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/99 R.E. NAME: HAMIDI, FRED DATE OF THIS ESTIMATE 04/26/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 747,677.09 36,647,827.40 ADJUSTMENT OF COMPENSATION 2,161.60 2,573,138.53 EXTRA WORK 347,200.91 1,835,646.23 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,097,039.60 41,056,612.16 233 MOBILIZATION LS 5131,394.0000 5131,394.00 1.000 5,131,394.00 ORIGINAL CONTRACT AMOUNT 51,383,000.40 TOTAL WORK COMPLETED 1,097,039.60 46,188,006.16 MATERIALS ON HAND ON SITE 1,107,766.42 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,097,039.60 47,295,772.58 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 12/20/96 945 12/09/96 01/04/97 01/20/00 836 1 139 4 80% 87% PROGRESS IS SATISFACTORY HAMIDI, FRED RESIDENT ENGINEER PROGRAM CAS145 DATE 04/26/99