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 02/25/04 EST. NO.27 TIME 03:59 PM R.E. NAME: FRAYWAT, NABIL 08-3555U4 --------------------------------------------------------------------------- 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 0416 304.77 E.W. @ F.A.(+) 082503 N 1567.0 0429 462.36 041803 N 1089.0 0430 445.33 061703 N 1153.0 0431 445.33 041903 N 1166.0 0432 553.01 062003 N 1169.0 0433 670.61 062303 N 1173.0 0434 568.54 063003 N 1197.0 0435 1,264.39 070103 N 1202.0 0436 689.03 070203 N 1204.0 0437 1,430.27 070203 N 1205.0 0438 177.76 070303 N 1209.0 0439 729.97 070303 N 1210.0 0440 1,250.15 070903 N 1223.0 0441 699.91 071503 N 1242.0 0442 463.51 081403 N 1318.0 0443 168.81 073103 N 1383.0 0444 243.25 061303 N 1043.0 0445 765.84 040403 N 0776.0 0446 864.19 040503 N 0780.0 0447 651.06 041403 N 0832.0 0448 795.21 041703 N 0845.0 0449 1,101.66 041903 N 0852.0 0450 655.50 031803 N 0866.0 0451 930.04 042203 N 0878.0 0452 247.76 042903 N 0941.0 0453 890.76 062503 N 1182.0 0454 796.76 091803 N 1861.0 0455 723.37 091103 N 1864.0 0456 727.49 091603 N 1869.0 0457 829.74 091703 N 1871.0 0458 223.51 093003 N 1876.0 0459 1,131.61 120303 N 1919.0 0461 456.46 122403 N 1942.0 0462 1,093.75 122303 N 1944.0 0463 2,123.11 122903 N 1947.0 0464 386.72 081303 N 1438.0 0465 357.18 091503 N 1455.0 0466 231.54 092303 N 1523.0 0467 755.90 082503 N 1570.0 0468 463.08 082603 N 1571.0 0469 309.98 092403 N 1611.0 0470 642.49 092503 N 1614.0 0471 495.95 090203 N 1618.0 0472 254.25 092403 N 1656.0 0473 1,240.09 091503 N 1836.0 0474 789.45 091503 N 1837.0 0475 173.12 121103 N 1968.0 0476 1,164.15 120903 N 1973.0 0477 136.91 120903 N 1976.0 0478 218.50 122003 N 1993.0 0479 1,355.33 121103 N 1966.0 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 02/25/04 EST. NO.27 TIME 03:59 PM R.E. NAME: FRAYWAT, NABIL 08-3555U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0480 951.51 110303 N 1597.0 0481 128.54 111003 N 1650.0 0482 117.96 102703 N 1686.0 0483 6,488.30 110603 N 1734.0 0487 443.97 111803 N 1890.0 0488 134.58 112403 N 1905.0 0489 1,817.00 120903 N 1914.0 0490 448.50 120303 N 1915.0 0491 858.05 122303 N 1935.0 0492 1,472.00 123003 N 1949.0 0493 448.50 123103 N 1950.0 0494 232.30 010804 N 1962.0 002 0020 600.00 E.W. @ F.A.(+) 120903 N 2030.0 006 0751 248.24 E.W. @ F.A.(+) 060503 N 1698.0 0752 248.24 060403 N 1748 0 0753 248.24 060603 N 1749 0 0754 248.24 060903 N 1751 0 0755 248.24 061003 N 1752 0 0756 248.24 061103 N 1753 0 0757 248.24 061203 N 1754 0 0758 248.24 061303 N 1755 0 0759 248.24 061603 N 1756 0 0760 248.24 061703 N 1757 0 0761 248.24 061903 N 1758 0 0762 248.24 062003 N 1759 0 0763 248.24 062303 N 1760 0 0764 248.24 062403 N 1761 0 0765 248.24 062503 N 1762 0 0766 248.24 062603 N 1763 0 0767 248.24 070203 N 1764 0 0768 248.24 070303 N 1765 0 0769 248.24 070703 N 1767 0 0770 248.24 070803 N 1768 0 0771 248.24 070903 N 1769 0 0772 248.24 071003 N 1770 0 0773 248.24 092503 N 1820 0 0774 248.24 092403 N 1819 0 0775 248.24 092303 N 1818 0 0776 248.24 092203 N 1817 0 0777 248.24 071403 N 1772 0 0778 248.24 071503 N 1773 0 0779 248.24 071603 N 1774 0 0780 248.24 071703 N 1775 0 0781 248.24 071803 N 1776 0 0782 248.24 071903 N 1777 0 0783 248.24 072203 N 1779 0 0784 248.24 072303 N 1780 0 0785 248.24 072403 N 1781 0 0786 248.24 072503 N 1782 0 0787 248.24 072803 N 1783 0 0788 248.24 072903 N 1784 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 02/25/04 EST. NO.27 TIME 03:59 PM R.E. NAME: FRAYWAT, NABIL 08-3555U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0789 248.24 073003 N 1785 0 0790 248.24 073103 N 1786 0 0791 248.24 080103 N 1787 0 0792 248.24 080403 N 1788 0 0793 248.24 080503 N 1789 0 0794 248.24 080603 N 1790 0 0795 248.24 080703 N 1791 0 0796 248.24 081103 N 1792 0 0797 248.24 081203 N 1793 0 0798 248.24 081303 N 1794 0 0799 248.24 081403 N 1795 0 0800 248.24 081503 N 1796 0 0801 248.24 081803 N 1797 0 0802 248.24 081903 N 1798 0 0803 248.24 082303 N 1801 0 0804 248.24 082503 N 1802 0 0805 248.24 082603 N 1803 0 0806 248.24 082803 N 1804 0 0807 248.24 082903 N 1805 0 0808 248.24 090403 N 1806 0 0809 248.24 090503 N 1807 0 0810 248.24 090803 N 1808 0 0811 248.24 090903 N 1809 0 0812 248.24 091003 N 1810 0 0813 248.24 091103 N 1811 0 0814 248.24 091203 N 1812 0 0815 248.24 091503 N 1813 0 0816 248.24 091603 N 1814 0 0817 248.24 091703 N 1815 0 0818 248.24 091903 N 1816 0 0819 248.24 082003 N 1799 0 0820 248.24 082203 N 1800 0 0821 217.22 071103 N 1771 0 0822 124.12 072103 N 1778 0 0823 346.23 090403 N 1330.0 0824 173.11 090203 N 1338.0 0825 173.11 072103 N 1344.0 0826 173.11 072103 N 1347.0 0827 173.11 072503 N 1365.0 0828 488.70 032703 N 0709.0 0829 176.66 061703 N 1155.0 0830 171.53 062003 N 1167.0 0832 346.23 092303 N 1532.0 017 0009 130,793.13 A.C. @ U.P.(+) 012104 N 0009 0 019 0021 1,563.26 E.W. @ F.A.(+) 080502 N 0342.0 020 0058 1,500.00 E.W. @ U.P (+) 071403 N 1542.0 022 0015 249.61 E.W. @ F.A.(+) 112603 N 1910.0 027 0008 688.10 E.W. @ F.A.(+) 052703 N 1829.0 0009 934.89 061903 N 1830.0 0010 865.62 052803 N 1999.0 0011 881.61 052903 N 2000.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 02/25/04 EST. NO.27 TIME 03:59 PM R.E. NAME: FRAYWAT, NABIL 08-3555U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0012 881.61 053003 N 2001.0 0013 2,512.04 081103 N 1307.0 0014 1,038.75 061803 N 1828.0 0015 2,970.23 082003 N 2033.0 0016 457.55 082103 N 2034.0 0017 611.22 082203 N 2035.0 0018 977.92 082503 N 2036.0 0019 1,123.08 081803 N 2037.0 045 0005 12,759.10 E.W. @ L.S.(+) 121003 N 1732.0 063 0001 5,021.00 E.W. @ L.S.(+) 020304 N 2032.0 234,459.32 TOTAL THIS ESTIMATE 2,243,045.98 TOTAL PREVIOUS ESTIMATE 2,477,505.30 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 02/25/04 EST. NO.27 TIME 03:59 PM R.E. NAME: FRAYWAT, NABIL 08-3555U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE A/C OUT OF SPEC -592.31 02 SWPPP NON-COMPLIANCE -584,111.92 06 ITEM NO. 113 -1,200.00 07 SWPPP NON-COMPLIANCE 584,111.92 07 REQUEST FOR STAKING -22,500.00 11 SWPPP NON-COMPLIANCE -1,150,558.00 11 TEST STRIP DENSITY -3,530.90 11 SWPPP NON COMPLIANCE 1,150,558.00 12 INADEQUATE LCB -965.25 15 OUT OF STATE INSPECT -5,000.00 15 PCCP DEFICIENCIES -19,886.23 18 SURVEY RESTAKING -3,600.00 18 SWPPP -1,377,603.50 18 PCCP DEFICIENCIES -3,867.84 19 ASPHALT GRADING -1,150.50 21 SWPPP 1,377,603.50 22 AB OUT OF COMPLIANCE -1,200.00 23 PCCP THICKNESS DEFIC -11,793.87 23 SWPPP VIOLATION -624,757.57 23 SWPPP VIOLATION 624,757.57 24 0.00 -75,286.90 LABOR COMPLIANCE VIOLATION PAYROLL DISCREPANCY -10,000.00 08 PAYROLL DISCREPANCY 10,000.00 09 MISSING DOCUMENTS -10,000.00 19 MISSING PAYROLLS -10,000.00 21 MISSING DOCUMENTS 20,000.00 23 MISSING DOCUMENTS -10,000.00 25 MISSING DOCUMENTS 10,000.00 26 MISSING DOCUMENTS -4,000.00 27 -4,000.00 -4,000.00 TOTAL DEDUCTIONS -4,000.00 -79,286.90 PROGRAM CAS145 PAGE 1 DATE 02/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 03:59 PM ESTIMATE NO. 27 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 02/25/04 LOCATION PROGRESS ESTIMATE 08-SBD-15-41.9/70.6 ----------------- E L YEAGER CONSTRUCTION IN SAN BERNARDINO COUNTY IN AND COMPANY INC NEAR VICTORVILLE, APPLE VALLEY AND P O BOX 87 BARSTOW AT VARIOUS LOCATIONS RIVERSIDE CA 925020087 FED. AID NO. ACIM-015 -1(215)145,ACNH-015 -1(215)N ,I-015 -1(215)N WIDEN ROADWAY AND BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 22,500.0000 22,500.00 0.750 16,875.00 02 TEMPORARY TORTOISE FENCE M 8.5000 5,100.00 5,468.500 46,482.25 03 TEMPORARY FENCE (TYPE CL-1.8) M 24.0000 53,520.00 1,172.300 28,135.20 04 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 0.750 7,500.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 125,000.0000 125,000.00 0.570 71,250.00 06 CONSTRUCTION AREA SIGN (1-POST) EA 185.0000 79,550.00 172.780 31,964.30 543.500 100,547.50 S) 07 CONSTRUCTION AREA SIGN (2-POST) EA 575.0000 57,500.00 12.710 7,308.25 51.460 29,589.50 S) 08 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.020 8,000.00 0.620 248,000.00 S) 09 TYPE III BARRICADE EA 75.0000 24,000.00 92.000 6,900.00 236.000 17,700.00 S) 10 TEMPORARY PAVEMENT MARKING (PAINT) M2 20.0000 1,580.00 116.650 2,333.00 S) 11 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.5000 157,500.00 80,527.000 281,844.50 S) 12 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.5000 148,000.00 18,909.000 9,454.50 420,420.000 210,210.00 S) 13 CHANNELIZER (SURFACE MOUNTED) EA 26.0000 117,000.00 1,348.000 35,048.00 4,264.000 110,864.00 S) 14 CHANNELIZER (SURFACE MOUNTED) EA 26.0000 20,800.00 0.000 0.00 S) (LEFT IN PLACE) 15 FLASHING BEACON (PORTABLE) EA 1,000.0000 7,000.00 0.030 30.00 4.560 4,560.00 S) 16 TEMPORARY PAVEMENT MARKER EA 2.5000 173,000.00 1,502.000 3,755.00 78,633.000 196,582.50 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 135,000.00 0.200 3,000.00 6.200 93,000.00 S) 18 TEMPORARY RAILING (TYPE K) M 15.0000 2,010,000.00 820.000 12,300.00 124,352.062 1,865,280.93 S) 19 TEMPORARY CRASH CUSHION MODULE EA 200.0000 90,000.00 130.000 26,000.00 610.000 122,000.00 S) 20 TEMPORARY TRAFFIC SCREEN M 5.0000 845,000.00 148,592.000 742,960.00 S) 21 ABANDON CULVERT M 14.0000 22,820.00 319.300 4,470.20 22 OBLITERATE SURFACING M2 2.0000 614,000.00 5,955.000 11,910.00 PROGRAM CAS145 PAGE 2 DATE 02/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 03:59 PM ESTIMATE NO. 27 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 02/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE FENCE (TYPE BW AND TYPE WM) M 1.7500 79,100.00 3,786.000 6,625.50 67,969.000 118,945.75 24 REMOVE CHAIN LINK FENCE M 3.0000 3,030.00 1,128.400 3,385.20 25 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.7000 121,210.00 4,139.000 7,036.30 18,032.000 30,654.40 26 REMOVE YELLOW PAINTED PAVEMENT MARKING M2 20.0000 2,000.00 0.000 0.00 27 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.7000 36,040.00 2,141.000 3,639.70 8,766.000 14,902.20 STRIPE 28 REMOVE PAINTED TRAFFIC STRIPE M 1.1500 124,200.00 6,399.000 7,358.85 80,360.000 92,414.00 29 REMOVE PAINTED PAVEMENT MARKING M2 12.0000 6,000.00 182.700 2,192.40 30 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 15.0000 3,000.00 0.000 0.00 31 REMOVE PAVEMENT MARKER EA 0.5000 22,050.00 2,785.000 1,392.50 32,052.000 16,026.00 32 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 4,700.00 17.000 1,700.00 33 REMOVE SIGN STRUCTURE EA 3,000.0000 12,000.00 3.000 9,000.00 34 REMOVE ASPHALT CONCRETE DIKE M 5.0000 1,350.00 556.000 2,780.00 35 REMOVE CULVERT M 20.0000 162,800.00 288.700 5,774.00 5,124.500 102,490.00 36 REMOVE INLET EA 400.0000 48,000.00 4.000 1,600.00 75.300 30,120.00 37 REMOVE HEADWALL EA 600.0000 162,000.00 18.000 10,800.00 210.000 126,000.00 38 REMOVE CONCRETE PAVEMENT M3 18.0000 153,720.00 8,383.000 150,894.00 39 REMOVE ASPHALT CONCRETE SURFACING M2 5.0000 22,650.00 1,101.910 5,509.55 3,435.360 17,176.80 40 REMOVE CONCRETE DECK SURFACE M2 30.0000 60,000.00 988.250 29,647.50 1,887.250 56,617.50 41 SALVAGE METAL BEAM GUARD RAILING M 17.0000 7,310.00 7.620 129.54 289.560 4,922.52 42 RECONSTRUCT WOOD FENCE M 60.0000 8,400.00 112.500 6,750.00 43 RECONSTRUCT FENCE (TYPE BW) M 4.5000 108,450.00 0.000 0.00 44 RECONSTRUCT FENCE (TYPE WM) M 6.5000 10,270.00 0.000 0.00 45 RECONSTRUCT CHAIN LINK FENCE M 34.0000 17,340.00 25.000 850.00 46 RESET MILEPOST MARKER EA 20.0000 5,200.00 0.000 0.00 47 RESET OBJECT MARKER EA 20.0000 1,800.00 0.000 0.00 48 RESET ROADSIDE SIGN (ONE POST) EA 150.0000 7,800.00 65.000 9,750.00 49 RESET ROADSIDE SIGN (TWO POST) EA 500.0000 22,000.00 25.000 12,500.00 PROGRAM CAS145 PAGE 3 DATE 02/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 03:59 PM ESTIMATE NO. 27 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 02/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 RESET OVERHEAD SIGN PANEL EA 500.0000 1,500.00 3.000 1,500.00 51 RESET SURVEY MONUMENT EA 175.0000 22,750.00 0.000 0.00 52 RELOCATE CONCRETE BARRIER (TYPE K) M 8.0000 328,800.00 1,204.000 9,632.00 34,506.000 276,048.00 53 RELOCATE ROADSIDE SIGN-ONE POST EA 150.0000 9,900.00 44.000 6,600.00 54 RELOCATE ROADSIDE SIGN-TWO POST EA 500.0000 5,500.00 7.000 3,500.00 55 RELOCATED OVERHEAD SIGN PANEL EA 1,500.0000 1,500.00 1.000 1,500.00 56 RELOCATE SIGN STRUCTURE EA 3,000.0000 12,000.00 2.000 6,000.00 3.000 9,000.00 57 MODIFY INLET EA 2,000.0000 50,000.00 2.000 4,000.00 58 MODIFY DROP STRUCTURE LS 3,600.0000 3,600.00 1.000 3,600.00 59 COLD PLAN ASPHALT CONCRETE PAVEMENT M2 1.7500 572,250.00 116,856.000 204,498.00 337,424.720 590,493.26 S) (100 MM, MAXIMUM) 60 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.0000 112,000.00 420.000 420.00 213,711.080 213,711.08 S) (60 MM MAXIMUM) 61 COLD PLAN LEAN CONCRETE BASE M2 1.0000 26,200.00 0.000 0.00 S) (30 MM, MAXIMUM) 62 SAWCUT ASPHALT CONCRETE M 0.1000 6,400.00 9,198.000 919.80 37,287.000 3,728.70 (300 MM DEEP) 63 SAWCUT ASPHALT CONCRETE M 0.1000 370.00 3,385.000 338.50 (340 MM DEPTH) 64 REPLACE CONCRETE BARRIER (TYPE K) M 70.0000 151,900.00 0.000 0.00 65 REMOVE CONCRETE M3 80.0000 68,000.00 0.880 70.40 282.733 22,618.64 66 REMOVE CONCRETE (CURB AND GUTTER) M 17.0000 850.00 36.000 612.00 67 REMOVE CONCRETE CURB AND SIDEWALK M3 60.0000 6,000.00 0.000 0.00 68 PREPARE CONCRETE BRIDGE DECK SURFACE M2 20.0000 4,000.00 98.800 1,976.00 69 REMOVE SOUND WALL M2 250.0000 500.00 2.000 500.00 70 REMOVE BRIDGE APPROACH RAILING EA 600.0000 9,600.00 0.000 0.00 71 RAILROAD TRACK REMOVAL M 8.0000 11,120.00 1,200.000 9,600.00 72 GRADE CROSSING REMOVAL M 75.0000 12,000.00 160.000 12,000.00 73 BRIDGE REMOVAL LS 76,000.0000 76,000.00 0.400 30,400.00 0.850 64,600.00 74 BRIDGE REMOVAL (PORTION), LOCATION A LS 24,000.0000 24,000.00 1.000 24,000.00 75 BRIDGE REMOVAL (PORTION), LOCATION B LS 30,000.0000 30,000.00 1.000 30,000.00 76 BRIDGE REMOVAL (PORTION), LOCATION C LS 48,000.0000 48,000.00 1.000 48,000.00 PROGRAM CAS145 PAGE 4 DATE 02/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 03:59 PM ESTIMATE NO. 27 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 02/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 BRIDGE REMOVAL (PORTION), LOCATION D LS 17,000.0000 17,000.00 1.000 17,000.00 78 BRIDGE REMOVAL (PORTION), LOCATION E LS 13,000.0000 13,000.00 0.900 11,700.00 79 600 MM PLASTIC PIPELINER M 150.0000 36,000.00 0.000 0.00 80 900 MM PLASTIC PIPELINER M 200.0000 80,000.00 0.000 0.00 81 1200 MM PLASTIC PIPELINER M 300.0000 150,000.00 0.000 0.00 82 CLEARING AND GRUBBING LS 180,000.0000 180,000.00 0.910 163,800.00 83 DEVELOP WATER SUPPLY LS 315,000.0000 315,000.00 1.000 315,000.00 84 ROADWAY EXCAVATION M3 6.5000 8,515,000.00 131,712.000 856,128.00 1,042,619.800 6,777,028.70 85 ROADWAY EXCAVATION (TYPE Y) M3 7.0000 1,638,000.00 9,662.000 67,634.00 229,378.000 1,605,646.00 (AERIALLY DEPOSITED LEAD) 86 LEAD COMPLIANCE PLAN LS 15,000.0000 15,000.00 1.000 15,000.00 87 SHOULDER BACKING M3 2.0000 110,000.00 13,483.960 26,967.92 88 STRUCTURE EXCAVATION (BRIDGE) M3 30.0000 214,200.00 7,140.000 214,200.00 F) 89 STRUCTURE EXCAVATION (RETAINING WALL) M3 8.0000 115,200.00 2,790.800 22,326.40 12,215.860 97,726.88 90 STRUCTURE BACKFILL (BRIDGE) M3 45.0000 200,700.00 29.000 1,305.00 3,856.000 173,520.00 F) 91 STRUCTURE BACKFILL (RETAINING WALL) M3 12.0000 128,400.00 8,110.330 97,323.96 92 PERVIOUS BACKFILL MATERIAL M3 120.0000 22,800.00 2.000 240.00 161.800 19,416.00 F) 93 PERVIOUS BACKFILL MATERIAL (RETAINING M3 60.0000 40,800.00 508.510 30,510.60 WALL) 94 SAND BACKFILL M3 130.0000 137,800.00 173.850 22,600.50 95 HIGHWAY PLANTING LS 8,000.0000 8,000.00 0.039 312.00 0.039 312.00 S) 96 ROADSIDE CLEARING LS 9,000.0000 9,000.00 0.000 0.00 97 ROCK GRAVEL (TYPE 1) M2 8.0000 150,400.00 0.000 0.00 S) 98 DUFF HA 1,100.0000 143,000.00 78.030 85,833.00 S) 99 STRAW (EROSION CONTROL) TONN 225.0000 2,025.00 0.000 0.00 S) 00 FIBER (EROSION CONTROL) KG 0.8000 2,136.00 0.000 0.00 S) 01 COMPOST (EROSION CONTROL) KG 0.0200 200.00 0.000 0.00 S) 02 PURE LIVE SEED (EROSION CONTROL) KG 150.0000 10,050.00 0.000 0.00 S) 03 STABILIZING EMULSION (EROSION CONTROL) KG 1.3000 1,742.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 02/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 03:59 PM ESTIMATE NO. 27 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 02/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 JUTE MESH M2 1.2500 27,750.00 0.000 0.00 S) 05 TRANSPLANT JOSHUA TREE EA 300.0000 4,800.00 0.000 0.00 S) 06 TRANSPLANT YUCCA PLANT EA 100.0000 2,100.00 0.000 0.00 S) 07 MAINTAIN EXISTING PLANTS LS 6,500.0000 6,500.00 0.063 409.50 0.520 3,380.00 S) 08 PLANT ESTABLISHMENT WORK LS 30,000.0000 30,000.00 0.000 0.00 S) 09 IRRIGATION SYSTEM LS 133,000.0000 133,000.00 0.372 49,476.00 0.384 51,072.00 S) 10 200 MM CORRUGATED STEEL PIPE CONDUIT M 235.0000 49,350.00 77.420 18,193.70 S) (1.63 MM THICK) 11 300 MM WELDED STEEL PIPE CONDUIT M 500.0000 30,000.00 0.000 0.00 S) (6.35 MM THICK) 12 CLASS 2 AGGREGATE SUBBASE M3 10.0000 1,640,000.00 90,135.130 901,351.30 13 CLASS 2 AGGREGATE BASE M3 24.0000 2,042,400.00 81,344.390 1,952,265.36 14 AGGREGATE BASE (APPROACH SLAB) M3 75.0000 4,275.00 0.000 0.00 15 LEAN CONCRETE BASE M3 62.0000 7,316,000.00 55,528.770 3,442,783.74 16 ASPHALT TREATED PERMEABLE BASE M3 80.0000 41,600.00 122.740 9,819.20 17 ASPHALT CONCRETE (TYPE A, BOND BREAKER) TONN 32.0000 2,009,600.00 19,092.100 610,947.20 18 ASPHALT CONCRETE (TYPE C) TONN 34.0000 1,305,600.00 26,510.020 901,340.68 19 ASPHALT CONCRETE TONN 32.0000 8,192,000.00 204,844.410 6,555,021.12 20 ASPHALT CONCRETE (OPEN GRADED) TONN 33.0000 419,100.00 833.120 27,492.96 21 PAVING ASPHALT (PAINT BINDER) TONN 300.0000 567,000.00 606.540 181,962.00 22 PAVEMENT REINFORCING FABRIC M2 2.0000 1,900.00 0.000 0.00 23 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 4.0000 164,000.00 208.000 832.00 AREA) 24 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.6000 338.00 103.000 267.80 25 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 1.6000 5,200.00 1,890.000 3,024.00 26 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 1.6000 5,888.00 0.000 0.00 27 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.6000 858.00 1,588.500 4,130.10 28 RUMBLE STRIP M 0.1000 6,690.00 897.000 89.70 29 CONCRETE PAVEMENT M3 74.5000 19,966,000.00 128,038.480 9,538,866.76 30 PLACE CONCRETE DIKE (TYPE C MODIFIED) M 5.0000 950.00 178.000 890.00 PROGRAM CAS145 PAGE 6 DATE 02/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 03:59 PM ESTIMATE NO. 27 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 02/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 PLACE CONCRETE DIKE (TYPE D MODIFIED) M 5.0000 35,000.00 8,607.000 43,035.00 32 PLACE CONCRETE DIKE (TYPE F MODIFIED) M 5.0000 700.00 90.000 450.00 33 RUMBLE STRIP (PORTLAND CEMENT CONCRETE M 0.2500 17,950.00 33,997.000 8,499.25 S) PAVEMENT) (ROLLED-IN-INDICATATIONS) 34 SEAL PAVEMENT JOINT M 1.0000 364,000.00 205,107.990 205,107.99 35 FURNISH STEEL PILING (HP 250 X 62) M 25.0000 38,125.00 1,570.064 39,251.60 36 DRIVE STEEL PILE (HP 250 X 62) EA 900.0000 160,200.00 178.000 160,200.00 S) 37 FURNISH STEEL PILING (HP 250 X 85) M 40.0000 9,200.00 227.399 9,095.96 38 DRIVE STEEL PILE (HP 250 X 85) EA 700.0000 24,500.00 35.000 24,500.00 S) 39 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 85.0000 295,630.00 3,488.670 296,536.95 S) PILING 40 350 MM CAST-IN-DRILLED-HOLE CONCRETE M 85.0000 19,550.00 228.000 19,380.00 S) PILING (SOUND WALL) 41 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 85.0000 6,290.00 74.000 6,290.00 S) PILING (SOUND WALL) 42 PRESTRESSING CAST-IN-PLACE CONCRETE LS 16,000.0000 16,000.00 1.000 16,000.00 S) 43 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 275.0000 426,250.00 1,613.570 443,731.75 F) 44 STRUCTURAL CONCRETE, BRIDGE M3 495.0000 2,450,250.00 75.510 37,377.45 4,707.780 2,330,351.10 F) 45 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 46 STRUCTURAL CONCRETE, RETAINING WALL M3 225.0000 1,161,000.00 246.600 55,485.00 3,517.330 791,399.25 47 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 285,000.00 433.060 216,530.00 F) (TYPE N) 48 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 312,000.00 293.610 176,166.00 F) (TYPE R) 49 STRUCTURAL CONCRETE,APPROACH SLAB M3 675.0000 24,300.00 36.000 24,300.00 F) (TYPE EQ MODIFIED) 50 STRUCTURAL CONCRETE,APPROACH SLAB M3 550.0000 22,550.00 17.620 9,691.00 F) (TYPE R MODIFIED) 51 CLASS 2 CONCRETE (BOX CULVERT) M3 650.0000 546,000.00 586.920 381,498.00 52 CLASS 2 CONCRETE (CHANNEL LINING) M3 225.0000 99,000.00 127.270 28,635.75 53 CLASS 2 CONCRETE (HEADWALL) M3 700.0000 658,000.00 7.870 5,509.00 549.030 384,321.00 54 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 220,000.00 150.400 150,400.00 55 PAVING NOTCH EXTENSION M3 4,000.0000 60,000.00 1.000 4,000.00 9.810 39,240.00 56 CONCRETE SURFACE TEXTURE M2 100.0000 385,000.00 3,132.100 313,210.00 57 DRILL AND BOND DOWEL M 60.0000 166,200.00 699.210 41,952.60 1,754.710 105,282.60 PROGRAM CAS145 PAGE 7 DATE 02/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 03:59 PM ESTIMATE NO. 27 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 02/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 DRILLED HOLE (16 MM) M 30.0000 4,200.00 766.470 22,994.10 59 CLEAN EXPANSION JOINT M 30.0000 10,800.00 22.700 681.00 101.500 3,045.00 60 FURNISH POLYESTER CONCRETE OVERLAY M3 1,700.0000 18,700.00 7.520 12,784.00 61 PLACE POLYESTER CONCRETE OVERLAY M2 75.0000 15,000.00 98.800 7,410.00 62 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 125.0000 420,000.00 3,786.200 473,275.00 S) 63 SOUND WALL (MASONRY BLOCK) M2 125.0000 117,500.00 843.530 105,441.25 S) 64 PTFE SPHERICAL BEARING EA 8,000.0000 64,000.00 8.000 64,000.00 S) 65 JOINT SEAL (TYPE A - MR 30 MM) M 70.0000 43,400.00 245.170 17,161.90 S) 66 JOINT SEAL (MR 15 MM) M 70.0000 7,000.00 56.260 3,938.20 S) 67 JOINT SEAL (MR 40 MM) M 310.0000 2,790.00 0.000 0.00 S) 68 BAR REINFORCING STEEL KG 1.1500 202,400.00 258.000 296.70 111,739.600 128,500.54 S) 69 BAR REINFORCING STEEL (BRIDGE) KG 1.0400 1,046,864.00 12,273.000 12,763.92 973,586.000 1,012,529.44 SF) 70 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0500 306,600.00 16,275.000 17,088.75 219,973.006 230,971.66 S) 71 WATERPROOFING AND COVER M2 85.0000 43,350.00 510.000 43,350.00 SF) 72 FURNISH STRUCTURAL STEEL (BRIDGE) KG 2.3000 1,197,610.00 520,700.000 1,197,610.00 F) 73 ERECT STRUCTURAL STEEL (BRIDGE) KG 0.6000 312,420.00 520,700.000 312,420.00 SF) 74 FURNISH CMS SIGN STRUCTURE KG 7.8000 122,460.00 15,780.000 123,084.00 75 INSTALL CMS SIGN STRUCTURE KG 0.7500 11,775.00 15,780.000 11,835.00 S) 76 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 492,000.00 68,570.000 274,280.00 77 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3000 36,900.00 64,340.000 19,302.00 S) 78 760 MM CAST-IN-DRILLED-HOLE M 800.0000 51,200.00 8.000 6,400.00 8.000 6,400.00 S) CONCRETE PILE (SIGN FOUNDATION) 79 920 MM CAST-IN-DRILLED-HOLE M 900.0000 99,000.00 103.500 93,150.00 S) CONCRETE PILE (SIGN FOUNDATION) 80 1220 MM CAST-IN-DRILLED-HOLE M 1,000.0000 6,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 81 ROADSIDE SIGN - ONE POST EA 250.0000 16,500.00 8.000 2,000.00 82 ROADSIDE SIGN - TWO POST EA 700.0000 6,300.00 0.000 0.00 83 INSTALL SIGN OVERLAY M2 150.0000 300.00 18.100 2,715.00 84 CLEAN AND PAINT STRUCTURAL STEEL LS 250,000.0000 250,000.00 0.225 56,250.00 0.875 218,750.00 S) PROGRAM CAS145 PAGE 8 DATE 02/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 03:59 PM ESTIMATE NO. 27 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 02/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 RAILROAD BALLAST M3 40.0000 144,800.00 2,747.780 109,911.20 S) 86 RAILROAD SUBBALLAST M3 25.0000 125,000.00 4,021.490 100,537.25 S) 87 RAILROAD APPROACH RAILING (TYPE I) M 250.0000 15,500.00 62.000 15,500.00 88 RAILROAD APPROACH RAILING (TYPE II) M 640.0000 35,200.00 55.000 35,200.00 89 WOOD PLANK GRADE CROSSING M 350.0000 77,000.00 215.000 75,250.00 S) 90 RAILROAD TRACK M 250.0000 347,500.00 1,387.000 346,750.00 S) 91 375 MM ALTERNATIVE PIPE CULVERT M 140.0000 56,000.00 298.600 41,804.00 92 450 MM ALTERNATIVE PIPE CULVERT M 95.0000 73,150.00 70.600 6,707.00 801.210 76,114.95 93 600 MM ALTERNATIVE PIPE CULVERT M 200.0000 124,000.00 612.200 122,440.00 969.700 193,940.00 94 750 MM ALTERNATIVE PIPE CULVERT M 175.0000 89,250.00 316.300 55,352.50 95 900 MM ALTERNATIVE PIPE CULVERT M 300.0000 363,000.00 108.500 32,550.00 772.900 231,870.00 96 1050 MM ALTERNATIVE PIPE CULVERT M 400.0000 440,000.00 106.800 42,720.00 728.200 291,280.00 97 1200 MM ALTERNATIVE PIPE CULVERT M 250.0000 1,237,500.00 55.700 13,925.00 1,766.600 441,650.00 98 1350 MM ALTERNATIVE PIPE CULVERT M 500.0000 4,745,000.00 62.800 31,400.00 5,397.900 2,698,950.00 99 1650 MM ALTERNATIVE PIPE CULVERT M 700.0000 98,000.00 108.760 76,132.00 00 1950 MM ALTERNATIVE PIPE CULVERT M 700.0000 112,000.00 163.200 114,240.00 01 450 MM REINFORCED CONCRETE PIPE M 175.0000 16,625.00 68.300 11,952.50 02 600 MM REINFORCED CONCRETE PIPE M 180.0000 12,600.00 41.700 7,506.00 03 750 MM REINFORCED CONCRETE PIPE M 325.0000 19,500.00 44.000 14,300.00 04 900 MM REINFORCED CONCRETE PIPE M 450.0000 35,100.00 46.800 21,060.00 05 1050 MM REINFORCED CONCRETE PIPE M 400.0000 48,000.00 55.400 22,160.00 06 1200 MM REINFORCED CONCRETE PIPE M 500.0000 70,000.00 37.500 18,750.00 07 1350 MM REINFORCED CONCRETE PIPE M 350.0000 178,500.00 363.500 127,225.00 08 80 MM PLASTIC PIPE (EDGE DRAIN) M 18.0000 21,600.00 445.000 8,010.00 09 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 75.0000 27,000.00 67.000 5,025.00 10 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 11 GRATED LINE DRAIN M 350.0000 18,550.00 46.500 16,275.00 PROGRAM CAS145 PAGE 9 DATE 02/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 03:59 PM ESTIMATE NO. 27 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 02/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 300 MM CORRUGATED STEEL PIPE RISER M 500.0000 42,500.00 5.300 2,650.00 62.700 31,350.00 (1.63 MM THICK) 13 900 MM CORRUGATED STEEL PIPE RISER M 1,200.0000 216,000.00 165.450 198,540.00 (2.01 MM THICK) 14 375 MM STEEL FLARED END SECTION EA 300.0000 5,100.00 8.000 2,400.00 15 450 MM STEEL FLARED END SECTION EA 350.0000 8,750.00 12.000 4,200.00 16 600 MM STEEL FLARED END SECTION EA 350.0000 10,850.00 3.000 1,050.00 17 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 75.0000 48,750.00 1,161.600 87,120.00 18 ROCK SLOPE PROTECTION M3 80.0000 103,200.00 996.100 79,688.00 (FACING, METHOD B) 19 ROCK SLOPE PROTECTION M3 150.0000 153,000.00 1,095.800 164,370.00 (BACKING NO. 1, METHOD B) 20 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 75.0000 133,500.00 2,446.200 183,465.00 21 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 75.0000 25,500.00 215.500 16,162.50 22 SLOPE PAVING (CONCRETE) M3 500.0000 23,500.00 18.170 9,085.00 109.699 54,849.50 23 ROCK SLOPE PROTECTION FABRIC M2 3.0000 33,300.00 9,596.500 28,789.50 24 MINOR CONCRETE (MISCELLANEOUS M3 500.0000 50,000.00 45.090 22,545.00 CONSTRUCTION) 25 MINOR CONCRETE (GUTTER) M 75.0000 52,500.00 399.300 29,947.50 26 MISCELLANEOUS IRON AND STEEL KG 2.0000 60,000.00 14,232.000 28,464.00 S) 27 MISCELLANEOUS METAL KG 13.0000 18,720.00 128.750 1,673.75 1,440.000 18,720.00 SF)(RESTRAINER - PIPE TYPE) 28 MISCELLANEOUS METAL (BRIDGE) KG 13.0000 25,480.00 1,960.000 25,480.00 SF) 29 FENCE (TYPE BW, 5 STRAND, METAL POST) M 6.5000 264,550.00 570.000 3,705.00 61,162.300 397,554.95 S) 30 FENCE (TYPE WM, METAL POST) M 6.5000 33,800.00 4,266.000 27,729.00 S) 31 CHAIN LINK FENCE (TYPE CL-1.8) M 30.0000 150,300.00 1,095.840 32,875.20 S) 32 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 800.0000 800.00 0.000 0.00 S) 33 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 3,000.00 1.000 1,500.00 S) 34 DELINEATOR (CLASS 1) EA 45.0000 18,000.00 0.000 0.00 35 METAL BEAM GUARD RAILING (WOOD POST) M 54.0000 82,080.00 127.010 6,858.54 S) 36 CORRUGATED METAL GUARD RAILING M 200.0000 30,000.00 150.000 30,000.00 S) 37 CONCRETE BARRIER (TYPE K) M 75.0000 385,500.00 3,233.000 242,475.00 38 CONCRETE BARRIER (TYPE K MODIFIED) M 85.0000 7,310.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 02/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 03:59 PM ESTIMATE NO. 27 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 02/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 CONCRETE BARRIER (TYPE 25) M 165.0000 12,870.00 0.000 0.00 F) 40 CONCRETE BARRIER (TYPE 27A) M 250.0000 5,000.00 0.000 0.00 41 DOUBLE THRIE BEAM BARRIER (STEEL POST) M 54.0000 75,600.00 0.000 0.00 S) 42 CABLE RAILING M 24.0000 59,280.00 1,126.300 27,031.20 S) 43 TERMINAL SYSTEM (TYPE ET) EA 2,400.0000 12,000.00 1.000 2,400.00 S) 44 TERMINAL SYSTEM (TYPE SRT) EA 1,650.0000 128,700.00 9.000 14,850.00 S) 45 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 300.0000 13,800.00 8.000 2,400.00 S) 46 CONCRETE BARRIER (TYPE 60) M 132.0000 3,960.00 0.000 0.00 47 CONCRETE BARRIER (TYPE 60A) M 130.0000 14,950.00 100.540 13,070.20 F) 48 CONCRETE BARRIER (TYPE 60C) M 145.0000 78,300.00 427.000 61,915.00 49 CONCRETE BARRIER (TYPE 60D) M 100.0000 78,000.00 448.920 44,892.00 50 CONCRETE BARRIER M 150.0000 26,700.00 0.000 0.00 F) (TYPE 60 A MODIFIED) 51 CONCRETE BARRIER (TYPE 60 W) M 400.0000 184,000.00 458.000 183,200.00 52 CONCRETE BARRIER (TYPE 736) M 80.0000 142,400.00 215.690 17,255.20 911.084 72,886.72 F) 53 CONCRETE BARRIER (TYPE 736SV) M 100.0000 3,000.00 30.000 3,000.00 54 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 18,900.00 0.000 0.00 S) 55 THERMOPLASTIC TRAFFIC STRIPE M 0.5500 142,450.00 130,333.000 71,683.15 S) (SPRAYABLE) 56 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 56,280.00 18,004.000 21,604.80 S) 57 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.6000 61,360.00 7,876.000 20,477.60 S) 58 PAVEMENT MARKER EA 7.5000 17,250.00 0.000 0.00 S) (RETROREFLECTIVE-RECESSED) 59 SIGNAL AND LIGHTING LS 105,000.0000 105,000.00 0.646 67,830.00 S) 60 SIGN DISCONNECT EA 400.0000 4,000.00 13.000 5,200.00 13.000 5,200.00 S) 61 RELOCATE MERCURY VAPOR SIGN LIGHTING EA 450.0000 900.00 0.000 0.00 S) EQUIPMENT 62 REMOVE SIGN LIGHTING EQUIPMENT EA 625.0000 1,875.00 0.000 0.00 S) 63 REMOVE SIGN DISCONNECT EA 115.0000 460.00 0.000 0.00 S) 64 INSTALL STATE FURNISHED MODEL 500 EA 4,000.0000 8,000.00 0.000 0.00 S) SIGN PANEL ASSEMBLY 65 RELOCATE MODEL 500 CHANGEABLE MESSAGE EA 1,000.0000 1,000.00 1.000 1,000.00 S) SIGN AND OVERHEAD SIGN TRUSS PROGRAM CAS145 PAGE 11 DATE 02/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 03:59 PM ESTIMATE NO. 27 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 02/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 TYPE III SERVICE EQUIPMENT ENCLOSURE EA 2,500.0000 10,000.00 3.000 7,500.00 S) 67 MODIFY TYPE III SERVICE EQUIPMENT EA 600.0000 1,800.00 0.000 0.00 S) 68 TELEPHONE DEMARCATION CABINET EA 1,400.0000 1,400.00 1.000 1,400.00 1.000 1,400.00 S) 69 INSTALL MODEL 334 CABINET EA 1,100.0000 5,500.00 1.000 1,100.00 S) 70 MODIFY MODEL 334 CABINET FOR CLOSED EA 900.0000 1,800.00 0.000 0.00 S) CIRCUIT TELEVISION 71 5 KVA TRANSFORMER EA 800.0000 2,400.00 0.000 0.00 S) 72 15 KVA TRANSFORMER AND PAD EA 2,000.0000 6,000.00 0.000 0.00 S) 73 SIZE 27 CONDUIT M 12.0000 1,200.00 4.000 48.00 216.000 2,592.00 S) 74 SIZE 41 CONDUIT M 24.0000 164,640.00 532.000 12,768.00 5,838.000 140,112.00 S) 75 SIZE 53 CONDUIT M 32.0000 85,760.00 132.000 4,224.00 3,321.000 106,272.00 S) 76 SIZE 78 CONDUIT M 30.0000 66,900.00 2,398.000 71,940.00 S) 77 SIZE 103 CONDUIT M 70.0000 43,400.00 138.000 9,660.00 538.000 37,660.00 S) 78 SIZE 63 CONDUIT M 30.0000 1,800.00 0.000 0.00 S) 79 203 MM STEEL SLEEVE M 240.0000 24,000.00 59.000 14,160.00 S) 80 INDUCTIVE LOOP DETECTOR EA 550.0000 15,400.00 0.000 0.00 S) 81 CLOSED CIRCUIT TELEVISION ASSEMBLY EA 3,700.0000 7,400.00 0.000 0.00 S) (CABINET MOUNTED) 82 CLOSED CIRCUIT TELEVISION ASSEMBLY EA 20,000.0000 20,000.00 0.000 0.00 S) (POLE MOUNTED) 83 SLOW SCAN VIDEO CODES EA 4,500.0000 13,500.00 0.000 0.00 S) 84 CELLULAR DIGITAL PACKET DATA CELLULAR EA 2,500.0000 15,000.00 0.000 0.00 S) ASSEMBLY 85 CAMERA POLE (CCTV 45) EA 2,500.0000 2,500.00 0.000 0.00 S) 86 RELOCATE ELECTROLIER EA 1,500.0000 22,500.00 6.000 9,000.00 13.000 19,500.00 S) 87 RETROFIT MODEL 500 CHANGEABLE MESSAGE EA 6,000.0000 6,000.00 1.000 6,000.00 S) SIGN WITH STATE FURNISHED ZENON LAMP MODULES AND 5 KVA TRANSFORMERS 88 150-WATT HIGH PRESSURE PENDANT SOFFIT EA 1,400.0000 5,600.00 0.000 0.00 S) LUMINAIRE 89 200-WATT HIGH PRESSURE SODIUM LUMINAIRE EA 300.0000 4,500.00 4.000 1,200.00 S) 90 310-WATT HIGH PRESSURE SODIUM LUMINAIRE EA 300.0000 10,500.00 4.000 1,200.00 25.000 7,500.00 S) 91 250-WATT WALL SURFACE MOUNT LUMINAIRE EA 500.0000 4,500.00 0.000 0.00 S) PROGRAM CAS145 PAGE 12 DATE 02/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 03:59 PM ESTIMATE NO. 27 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 02/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 92 MERCURY VAPOR SIGN LIGHTING FIXTURE EA 650.0000 12,350.00 0.000 0.00 S) 93 TYPE 15-SB LIGHTING STANDARD WITH EA 1,800.0000 27,000.00 5.000 9,000.00 S) LUMINAIRE ARM 94 TYPE 30 LIGHTING STANDARD WITH EA 2,200.0000 8,800.00 1.000 2,200.00 S) LUMINAIRE ARM 95 TYPE 31 LIGHTING STANDARD WITH EA 3,000.0000 42,000.00 5.000 15,000.00 S) LUMINAIRE ARM 96 FOUNDATION FOR ELECTROLLER OR CCTV POLE EA 360.0000 14,040.00 2.000 720.00 28.000 10,080.00 S) 97 TYPE 21 LIGHTING STANDARD WITH EA 1,500.0000 6,000.00 3.000 4,500.00 S) LUMINAIRE ARM 98 FUSED SPLICE CONNECTOR EA 125.0000 5,500.00 13.000 1,625.00 S) 99 REMOVE LUMINAIRE EA 120.0000 1,920.00 2.000 240.00 S) 00 CONDUCTOR (NO. 14) M 1.0000 1,150.00 88.000 88.00 417.000 417.00 S) 01 CONDUCTOR (NO. 12) M 3.5000 70.00 0.000 0.00 S) 02 CONDUCTOR (NO. 10) M 1.2000 6,780.00 256.000 307.20 6,085.000 7,302.00 S) 03 CONDUCTOR (NO. 8) M 1.7000 15,878.00 878.000 1,492.60 7,200.000 12,240.00 S) 04 CONDUCTOR (NO. 6) M 2.0000 12,860.00 1,924.000 3,848.00 10,288.000 20,576.00 S) 05 CONDUCTOR (NO. 4) M 3.0000 18,000.00 5,540.000 16,620.00 S) 06 CONDUCTOR (NO. 2) M 4.0000 18,160.00 3,773.000 15,092.00 S) 07 CONDUCTOR (NO. 1) M 5.0000 2,300.00 0.000 0.00 S) 08 CONDUCTOR (NO. 2/0) M 6.0000 36,600.00 -1,182.000 -7,092.00 5,991.000 35,946.00 S) 09 CONDUCTOR (NO. 4/0) M 30.0000 900.00 0.000 0.00 S) 10 CONDUCTOR (BARE NO. 8) M 2.0000 17,400.00 108.000 216.00 8,139.000 16,278.00 S) 11 TELEPHONE CABLE M 3.0000 6,900.00 0.000 0.00 S) 12 LOOP DETECTOR LEAD-IN CABLE M 2.0000 1,400.00 0.000 0.00 S) 13 NO. 5(T) PULL BOX EA 700.0000 70,000.00 90.000 63,000.00 S) 14 NO. 5 PULL BOX EA 400.0000 36,400.00 5.000 2,000.00 50.000 20,000.00 S) 15 NO. 6(E) PULL BOX EA 550.0000 20,900.00 32.000 17,600.00 S) 16 REMOVE PULL BOX EA 60.0000 780.00 9.000 540.00 S) 17 NO. 6 (E) (T) PULL BOX EA 1,200.0000 19,200.00 12.000 14,400.00 S) 18 NO. 9/9A STRUCTURE PULL BOX EA 400.0000 5,200.00 2.000 800.00 25.000 10,000.00 S) PROGRAM CAS145 PAGE 13 DATE 02/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 03:59 PM ESTIMATE NO. 27 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 02/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 19 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 20 RECONSTRUCT ROCK SLOPE PROTECTION M3 65.0000 104,000.00 420.000 27,300.00 21 RELOCATE GRATE EA 100.0000 6,000.00 0.000 0.00 22 REMOVE SLOPE PAVING M2 10.0000 12,700.00 632.000 6,320.00 23 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.0000 26,000.00 51,821.700 51,821.70 (30 MM MAXIMUM) 24 1524 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,000.0000 26,000.00 13.400 26,800.00 PILE (SIGN FOUNDATION) 25 ROCK SLOPE PROTECTION (2T, METHOD A) M3 75.0000 37,500.00 125.000 9,375.00 PROGRAM CAS145 PAGE 14 DATE 02/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 03:59 PM ESTIMATE NO. 27 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 02/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,040,839.76 59,154,985.46 ADJUSTMENT OF COMPENSATION 130,793.13 813,110.16 EXTRA WORK 103,666.19 1,664,395.14 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,275,299.08 61,632,490.76 26 MOBILIZATION LS 9800,000.0000 9,800,000.00 1.000 9,800,000.00 ORIGINAL CONTRACT AMOUNT 99,599,234.00 TOTAL WORK COMPLETED 2,275,299.08 71,432,490.76 MATERIALS ON HAND ON SITE 326,038.85 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -4,000.00 -79,286.90 TOTAL 2,271,299.08 71,679,242.71 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 03/28/02 705 04/04/02 04/02/02 12/30/04 333 59 2 0 68% 57% PROGRESS IS SATISFACTORY FRAYWAT, NABIL RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 02/25/04