PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 08/25/04 EST. NO.36 TIME 03:22 PM R.E. NAME: TAWFIK, GAMAL 07-1069U4 --------------------------------------------------------------------------- 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 0576 500.94 E.W. @ F.A.(+) 071204 N 1234.0 0578 341.00 060704 N 1238.0 0579 72.60 060704 N 1242.0 0580 72.60 060704 N 1243.0 0581 720.67 060304 N 1247.0 0582 199.38 072704 N 1256.0 0583 206.02 072904 N 1258.0 0584 257.53 080204 N 1259.0 0585 206.02 080504 N 1260.0 002 0107 145.20 E.W. @ F.A.(+) 062804 N 1245.0 0108 927.94 072804 N 1257.0 0109 240.43 062804 N 1262.0 0110 877.86 061104 N 1272.0 0111 1,136.80 061104 N 1271 0 0112 8,023.07 061204 N 1273.0 0113 281.95 061504 N 1274 0 003 0015 4,508.90 E.W. @ F.A.(+) 080204 N 1261.0 010 0048 170.50 E.W. @ F.A.(+) 060704 N 1239.0 0052 290.40 070804 N 1263.0 0053 59.12 070804 N 1248.0 0054 1,052.70 070104 N 1249.0 026 0022 275.07 E.W. @ F.A.(+) 080904 N 1265.0 0023 1,460.32 081004 N 1266.0 032 0001 27,966.54 E.W. @ L.S.(+) 073104 N 001 0 050 0010-1 -9,764.14 E.W. @ F.A.(+) 031804 N 999008 DAO CORRECTING ENTRY 0010-2 9,762.90 050304 N 1154.0 DAO CORRECTING ENTRY 0014 638.24 070904 N 1233.0 0015 903.71 071304 N 1235.0 0016 471.90 063004 N 1244.0 0018 3,016.93 072704 N 1255.0 0019 3,204.41 063004 N 1267.0 0020 3,235.25 070204 N 1268.0 0021 2,371.85 070604 N 1269.0 0022 1,971.14 070804 N 1270.0 0023 2,073.74 072704 N 1275.0 060 0002 20,619.87 E.W. @ L.S.(+) 081904 N 018953 88,499.36 TOTAL THIS ESTIMATE 1,202,670.64 TOTAL PREVIOUS ESTIMATE 1,291,170.00 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 08/25/04 EST. NO.36 TIME 03:22 PM R.E. NAME: TAWFIK, GAMAL 07-1069U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE INSPECTION COST -6,240.00 21 DEFICIENT CORS -1,333.48 25 CONCRETE MIX -276.34 33 DEF CONCRETE CORES -2,751.11 33 LCB@VL-01 -855.54 35 0.00 -11,456.47 LABOR COMPLIANCE VIOLATION VAR PRS APR -10,000.00 03 VAR PRS APR 10,000.00 05 VAR PRS JUN -10,000.00 06 CGO -10,000.00 07 VAR PRS JUN 10,000.00 07 CGO 10,000.00 09 PENHALL -10,000.00 11 PENHALL 10,000.00 13 PAYROLLS JAN -10,000.00 16 PAYROLLS FEB -10,000.00 17 PAYROLLS APRIL -10,000.00 19 PAYROLLS MAY -10,000.00 22 PAYROLLS AUG -10,000.00 25 OCTOBER PAYROLLS -10,000.00 27 PAYROLLS APRIL 10,000.00 27 NOVEMBER PAYROLL -10,000.00 28 DEC PAYROLL -10,000.00 29 OCTOBER PAYROLLS 10,000.00 29 PAYROLLS MAY 10,000.00 29 PAYROLLS FEB 10,000.00 29 PAYROLLS JAN 10,000.00 29 JAN PAYROLLS -10,000.00 30 DEC PAYROLL 10,000.00 32 JAN PAYROLLS 10,000.00 32 NOV PAYROLL 10,000.00 32 PAYROLLS AUG 10,000.00 32 0.00 0.00 TOTAL DEDUCTIONS 0.00 -11,456.47 PROGRAM CAS145 PAGE 1 DATE 08/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 03:22 PM ESTIMATE NO. 36 BID OPENING 11/01/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 08/25/04 LOCATION RERUN PROGRESS ESTIMATE 07-LA-10-28.0/31.2 ----------------------- E L YEAGER CONSTRUCTION IN LOS ANGELES COUNTY IN EL MONTE COMPANY INC AND BALDWIN PARK FROM BALDWIN P O BOX 87 AVENUE UNDERCROSSING TO ROUTE RIVERSIDE CA 925020087 605/10 SEPARATION FED. AID NO. ACNH-010 -1(762)27N,I-010 -1(762)27N WIDEN EXISTING FREEWAY 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 6,200.0000 6,200.00 0.750 4,650.00 02 TIME-RELATED OVERHEAD WDAY 2,000.0000 1,300,000.00 23.000 46,000.00 589.000 1,178,000.00 03 TEMPORARY FENCE (TYPE CL-6) LF 7.0000 3,220.00 370.000 2,590.00 S) 04 TEMPORARY SUPPORT LS 10,000.0000 10,000.00 1.000 10,000.00 05 PREPARE STORM WATER POLLUTION LS 7,500.0000 7,500.00 0.750 5,625.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 250,000.0000 250,000.00 0.010 2,500.00 0.820 205,000.00 07 CONSTRUCTION AREA SIGNS LS 160,000.0000 160,000.00 0.940 150,400.00 S) 08 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.750 225,000.00 S) 09 TYPE III BARRICADE EA 50.0000 3,100.00 57.000 2,850.00 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 28,500.00 833.000 24,990.00 S) 11 FLASHING BEACON (PORTABLE) EA 100.0000 10,000.00 15.000 1,500.00 12 TEMPORARY RAILING (TYPE K) LF 7.0000 461,300.00 58,580.000 410,060.00 S) 13 TEMPORARY CRASH CUSHION MODULE EA 300.0000 129,000.00 297.000 89,100.00 S) 14 TEMPORARY CRASH CUSHION EA 9,400.0000 253,800.00 25.000 235,000.00 S) (TYPE REACT 9SCBS) 15 ABANDON CULVERT EA 275.0000 4,950.00 16.000 4,400.00 16 ABANDON DRAINAGE FACILITY EA 275.0000 825.00 3.000 825.00 17 ABANDON INLET EA 300.0000 300.00 1.000 300.00 18 REMOVE CHAIN LINK FENCE LF 2.0000 3,940.00 1,932.500 3,865.00 19 REMOVE METAL BEAM GUARD RAILING LF 10.0000 62,200.00 7,265.500 72,655.00 20 REMOVE FLARED END SECTION EA 150.0000 300.00 0.000 0.00 21 REMOVE TRAFFIC STRIPE LF 0.4000 42,400.00 70,354.000 28,141.60 22 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.9000 28,530.00 57,872.000 52,084.80 PROGRAM CAS145 PAGE 2 DATE 08/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 03:22 PM ESTIMATE NO. 36 BID OPENING 11/01/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 08/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PAVEMENT MARKER EA 0.8000 12,640.00 15,031.000 12,024.80 24 REMOVE ROADSIDE SIGN EA 100.0000 1,700.00 17.000 1,700.00 25 REMOVE SIGN STRUCTURE EA 3,400.0000 71,400.00 11.000 37,400.00 26 REMOVE SIGN PANEL EA 700.0000 700.00 1.000 700.00 27 REMOVE BRIDGE MOUNTED SIGN EA 2,200.0000 8,800.00 4.000 8,800.00 28 REMOVE OVERSIDE DRAIN EA 300.0000 600.00 2.000 600.00 29 REMOVE AND REPLACE CONCRETE (CHANNEL) LS 10,000.0000 10,000.00 1.000 10,000.00 30 REMOVE CULVERT LF 22.0000 44,660.00 1,622.000 35,684.00 31 REMOVE INLET EA 450.0000 32,400.00 42.000 18,900.00 32 REMOVE HEADWALL CY 350.0000 6,650.00 20.200 7,070.00 33 REMOVE RETAINING WALL SQYD 40.0000 137,600.00 4,277.000 171,080.00 34 REMOVE CONCRETE PAVEMENT SQYD 5.5000 39,930.00 861.000 4,735.50 35 REMOVE ASPHALT CONCRETE SURFACING SQYD 11.0000 1,848.00 0.000 0.00 36 RECONSTRUCT CHAIN LINK FENCE LF 15.0000 11,400.00 0.000 0.00 37 RECONSTRUCT METAL BEAM GUARD RAILING LF 25.0000 1,000.00 0.000 0.00 38 RESET ROADSIDE SIGN (ONE POST) EA 250.0000 1,500.00 1.000 250.00 39 RESET PROPERTY FENCE LF 55.0000 10,450.00 0.000 0.00 40 RELOCATE ROADSIDE SIGN EA 230.0000 20,930.00 0.000 0.00 41 RELOCATE SIGN PANEL (BRIDGE-MOUNTED) EA 1,400.0000 4,200.00 0.000 0.00 42 ADJUST INLET EA 1,100.0000 6,600.00 6.000 6,600.00 43 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0000 26,960.00 7,792.000 31,168.00 S) (.15' MAXIMUM) 44 REMOVE CONCRETE CURB LF 3.5000 88,900.00 23,200.700 81,202.45 45 REMOVE CONCRETE SIDEWALK SQYD 12.0000 9,720.00 792.720 9,512.64 46 REMOVE CONCRETE BARRIER LF 5.0000 29,150.00 1,676.000 8,380.00 47 REMOVE CONCRETE (DRAINAGE STRUCTURE) CY 350.0000 6,650.00 19.000 6,650.00 48 REMOVE CONCRETE BARRIER (TYPE K) LF 2.0000 1,000.00 500.000 1,000.00 49 REMOVE SOUND WALL SQYD 10.0000 22,200.00 2,128.000 21,280.00 PROGRAM CAS145 PAGE 3 DATE 08/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 03:22 PM ESTIMATE NO. 36 BID OPENING 11/01/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 08/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ACCESS OPENING, SOFFIT EA 800.0000 28,800.00 36.000 28,800.00 51 CAP INLET EA 700.0000 30,100.00 36.000 25,200.00 52 BRIDGE REMOVAL (PORTION), LOCATION A LS 17,190.0000 17,190.00 1.000 17,190.00 53 BRIDGE REMOVAL (PORTION), LOCATION B LS 15,300.0000 15,300.00 1.000 15,300.00 54 BRIDGE REMOVAL (PORTION), LOCATION C LS 11,700.0000 11,700.00 1.000 11,700.00 55 BRIDGE REMOVAL (PORTION), LOCATION D LS 14,400.0000 14,400.00 1.000 14,400.00 56 BRIDGE REMOVAL (PORTION), LOCATION E LS 3,150.0000 3,150.00 1.000 3,150.00 57 BRIDGE REMOVAL (PORTION), LOCATION F LS 13,500.0000 13,500.00 1.000 13,500.00 58 BRIDGE REMOVAL (PORTION), LOCATION G LS 27,900.0000 27,900.00 1.000 27,900.00 59 BRIDGE REMOVAL (PORTION), LOCATION H LS 31,500.0000 31,500.00 1.000 31,500.00 60 BRIDGE REMOVAL (PORTION), LOCATION I LS 139,500.0000 139,500.00 1.000 139,500.00 61 BRIDGE REMOVAL (PORTION), LOCATION J LS 31,500.0000 31,500.00 1.000 31,500.00 62 BRIDGE REMOVAL (PORTION), LOCATION K LS 16,200.0000 16,200.00 1.000 16,200.00 63 BRIDGE REMOVAL (PORTION), LOCATION L LS 15,750.0000 15,750.00 1.000 15,750.00 64 BRIDGE REMOVAL (PORTION), LOCATION M LS 25,200.0000 25,200.00 1.000 25,200.00 65 BRIDGE REMOVAL (PORTION), LOCATION N LS 90,000.0000 90,000.00 1.000 90,000.00 66 RECONSTRUCT PEDESTRIAN BARRIER EA 500.0000 500.00 1.000 500.00 67 CLEARING AND GRUBBING LS 57,800.0000 57,800.00 0.950 54,910.00 68 ROADWAY EXCAVATION CY 12.0000 363,600.00 28,122.000 337,464.00 69 ROADWAY EXCAVATION (TYPE Y) CY 12.0000 367,200.00 30,600.000 367,200.00 (AERIALLY DEPOSITED LEAD) 70 ROADWAY EXCAVATION (TYPE Z-2) CY 60.0000 282,600.00 3,166.000 189,960.00 (AERIALLY DEPOSITED LEAD) 71 LEAD COMPLIANCE PLAN LS 15,000.0000 15,000.00 1.000 15,000.00 72 STRUCTURE EXCAVATION (BRIDGE) CY 45.0000 346,860.00 7,708.000 346,860.00 F) 73 STRUCTURE EXCAVATION (TYPE D) CY 15.0000 71,100.00 4,740.000 71,100.00 F) 74 STRUCTURE EXCAVATION (RETAINING WALL) CY 11.0000 658,207.00 59,983.000 659,813.00 F) 75 STRUCTURE EXCAVATION (TYPE Y) CY 4.0000 13,120.00 3,276.000 13,104.00 (AERIALLY DEPOSITED LEAD) 76 STRUCTURE EXCAVATION (TYPE Z-2) CY 60.0000 9,600.00 152.000 9,120.00 (AERIALLY DEPOSITED LEAD) PROGRAM CAS145 PAGE 4 DATE 08/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 03:22 PM ESTIMATE NO. 36 BID OPENING 11/01/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 08/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURE BACKFILL (BRIDGE) CY 11.0000 154,671.00 14,061.000 154,671.00 F) 78 STRUCTURE BACKFILL (RETAINING WALL) CY 15.0000 899,580.00 335.000 5,025.00 59,391.000 890,865.00 F) 79 SAND BACKFILL CY 200.0000 1,200.00 6.000 1,200.00 80 PREPARE SUBGRADE AND SUBBALLAST SQYD 10.0000 25,500.00 2,502.000 25,020.00 (RAILROAD SHOOFLY) 81 HIGHWAY PLANTING LS 105,000.0000 105,000.00 0.000 0.00 S) 82 WILD FLOWER SEEDING SQYD 2.0000 1,020.00 0.000 0.00 S) 83 MAINTAIN EXISTING PLANTS LS 35,000.0000 35,000.00 0.430 15,050.00 S) 84 PLANT ESTABLISHMENT WORK LS 20,000.0000 20,000.00 0.000 0.00 S) 85 IRRIGATION SYSTEM LS 240,000.0000 240,000.00 0.090 21,600.00 0.310 74,400.00 S) 86 3" GALVANIZED STEEL PIPE LF 60.0000 24,600.00 0.000 0.00 SF)(SUPPLY LINE ON BRIDGE) 87 8" WELDED STEEL PIPE CONDUIT LF 110.0000 137,500.00 977.000 107,470.00 S) (.250" THICK) 88 AGGREGATE BASE (APPROACH SLAB) CY 95.0000 7,030.00 29.500 2,802.50 89 CLASS 3 AGGREGATE BASE CY 17.5000 637,000.00 959.000 16,782.50 29,616.000 518,280.00 90 LEAN CONCRETE BASE CY 70.0000 1,610,000.00 1,556.000 108,920.00 19,937.420 1,395,619.40 91 ASPHALT CONCRETE (BRIDGE) TON 42.0000 15,792.00 0.000 0.00 92 ASPHALT CONCRETE TON 42.0000 760,200.00 303.420 12,743.64 16,314.780 685,220.76 93 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 17.0000 7,650.00 672.340 11,429.78 3,675.390 62,481.63 AREA) 94 PLACE ASPHALT CONCRETE DIKE (TYPE A) LF 2.5000 4,525.00 20.000 50.00 1,441.000 3,602.50 95 PLACE ASPHALT CONCRETE DIKE (TYPE C) LF 3.7500 2,400.00 62.500 234.38 900.500 3,376.88 96 PLACE ASPHALT CONCRETE DIKE (TYPE D) LF 2.5000 13,100.00 1,214.220 3,035.55 4,916.220 12,290.55 97 PLACE ASPHALT CONCRETE DIKE (TYPE F) LF 3.7500 825.00 25.000 93.75 376.000 1,410.00 98 CONCRETE PAVEMENT CY 97.0000 2,386,200.00 1,364.000 132,308.00 23,850.000 2,313,450.00 99 SEAL PAVEMENT JOINT LF 2.0000 121,200.00 13,046.000 26,092.00 00 FURNISH STEEL PILING (HP 10 X 42) LF 9.0000 22,239.00 2,471.000 22,239.00 01 DRIVE STEEL PILE (HP 10 X 42) EA 600.0000 50,400.00 84.000 50,400.00 S) 02 FURNISH STEEL PILING (HP 10 X 57) LF 12.0000 45,492.00 3,790.100 45,481.20 03 DRIVE STEEL PILE (HP 10 X 57) EA 600.0000 52,800.00 88.000 52,800.00 S) PROGRAM CAS145 PAGE 5 DATE 08/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 03:22 PM ESTIMATE NO. 36 BID OPENING 11/01/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 08/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 FURNISH STEEL PILING (HP 14 X 89) LF 19.0000 206,986.00 11,536.000 219,184.00 05 DRIVE STEEL PILE (HP 14 X 89) EA 600.0000 187,800.00 327.000 196,200.00 S) 06 FURNISH STEEL PILING (HP 14 X 117) LF 25.0000 761,850.00 30,497.800 762,445.00 07 DRIVE STEEL PILE (HP 14 X 117) EA 500.0000 338,000.00 677.000 338,500.00 S) 08 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 30.0000 150,000.00 4,997.000 149,910.00 S) 09 FURNISH PILING (CLASS 70) LF 20.0000 19,880.00 490.250 9,805.00 10 DRIVE PILE (CLASS 70) EA 400.0000 12,000.00 15.000 6,000.00 S) 11 FURNISH PILING (CLASS 45C) LF 20.0000 63,600.00 3,180.000 63,600.00 12 DRIVE PILE (CLASS 45C) EA 450.0000 53,550.00 119.000 53,550.00 S) 13 FURNISH PILING (CLASS 45) LF 20.0000 536,720.00 23,556.340 471,126.80 14 DRIVE PILE (CLASS 45) EA 400.0000 395,600.00 986.000 394,400.00 S) 15 16" CAST-IN-DRILLED-HOLE CONCRETE LF 30.0000 138,900.00 4,623.750 138,712.50 S) PILING (SOUND WALL) 16 PRESTRESSING CAST-IN-PLACE CONCRETE LS 110,000.0000 110,000.00 1.000 110,000.00 S) 17 JACKING SUPERSTRUCTURE LS 7,500.0000 7,500.00 1.000 7,500.00 S) 18 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 200.0000 688,400.00 3,441.980 688,396.00 F) 19 STRUCTURAL CONCRETE, BRIDGE CY 400.0000 4,314,400.00 10,786.000 4,314,400.00 F) 20 STRUCTURAL CONCRETE, RETAINING WALL CY 190.0000 3,764,850.00 19,853.010 3,772,071.90 F) 21 STRUCTURAL CONCRETE, APPROACH SLAB CY 380.0000 580,260.00 1,527.000 580,260.00 F) (TYPE N) 22 STRUCTURAL CONCRETE, APPROACH SLAB CY 450.0000 337,950.00 751.000 337,950.00 (TYPE R) 23 STRUCTURAL CONCRETE, TRANSITION SLAB CY 400.0000 74,800.00 187.000 74,800.00 24 MINOR CONCRETE (MINOR STRUCTURE) CY 900.0000 233,100.00 5.630 5,067.00 196.990 177,291.00 F) 25 MINOR CONCRETE (BACKFILL) CY 175.0000 5,600.00 44.000 7,700.00 26 PAVING NOTCH EXTENSION CY 1,200.0000 19,200.00 15.000 18,000.00 27 DIAPHRAGM BOLSTER EA 2,600.0000 46,800.00 17.000 44,200.00 28 DRILL AND PRESSURE GROUT DOWEL LF 30.0000 2,040.00 66.600 1,998.00 29 DRILL AND BOND DOWEL LF 16.0000 78,928.00 5,153.000 82,448.00 30 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 42.0000 29,904.00 748.000 31,416.00 PROGRAM CAS145 PAGE 6 DATE 08/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 03:22 PM ESTIMATE NO. 36 BID OPENING 11/01/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 08/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,500.0000 157,500.00 21.000 157,500.00 S) GIRDER (60'-70') 32 FURNISH PRECAST PRESTRESSED CONCRETE EA 8,500.0000 153,000.00 18.000 153,000.00 S) GIRDER (70'-80') 33 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,000.0000 54,000.00 6.000 54,000.00 S) GIRDER (80'-90') 34 ERECT PRECAST PRESTRESSED CONCRETE EA 1,400.0000 63,000.00 45.000 63,000.00 S) GIRDER 35 CONCRETE CLOSURE WALL SQFT 30.0000 32,100.00 0.000 0.00 F) 36 REFINISH BRIDGE DECK SQFT 16.0000 86,688.00 507.000 8,112.00 5,325.030 85,200.48 37 CORE CONCRETE (2") LF 22.0000 99,308.00 73.000 1,606.00 4,107.300 90,360.60 S) 38 CORE CONCRETE (6") LF 75.0000 7,950.00 117.200 8,790.00 S) 39 CORE CONCRETE (9") LF 115.0000 10,350.00 117.000 13,455.00 S) 40 CORE CONCRETE (18") LF 375.0000 2,625.00 7.000 2,625.00 S) 41 CORE CONCRETE (1 1/2") LF 28.0000 4,284.00 153.000 4,284.00 S) 42 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 10.0000 1,021,300.00 2,983.000 29,830.00 100,598.750 1,005,987.50 SF) 43 EXPANSION DAM CF 160.0000 8,480.00 0.000 0.00 44 JOINT SEAL (TYPE B-MR 1") LF 31.0000 12,586.00 419.500 13,004.50 S) 45 JOINT SEAL (TYPE B-MR 1 1/2") LF 38.0000 22,800.00 267.750 10,174.50 S) 46 JOINT SEAL (TYPE A) LF 18.0000 32,346.00 852.420 15,343.56 S) 47 BAR REINFORCING STEEL (BRIDGE) LB 0.4600 1,508,804.60 3,284,876.000 1,511,042.96 SF) 48 BAR REINFORCING STEEL (RETAINING WALL) LB 0.4800 1,038,157.92 2,164,017.000 1,038,728.16 SF) 49 ASPHALT MEMBRANE WATERPROOFING SQFT 4.0000 9,592.00 1,682.400 6,729.60 SF) 50 COLUMN CASING LB 3.5000 166,950.00 47,700.000 166,950.00 SF) 51 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.3000 507,000.00 390,000.000 507,000.00 F) 52 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.2500 97,500.00 390,000.000 97,500.00 S) 53 FURNISH SIGN STRUCTURE (TRUSS) LB 2.0000 430,520.00 12,810.000 25,620.00 157,130.000 314,260.00 SF) 54 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 107,630.00 41,690.000 20,845.00 157,130.000 78,565.00 SF) 55 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 4.0000 3,600.00 0.000 0.00 F) WITHOUT WALKWAY) 56 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 4.0000 3,600.00 0.000 0.00 SF)WITHOUT WALKWAY) 57 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 250.0000 18,500.00 29.500 7,375.00 SF)(SIGN FOUNDATION) PROGRAM CAS145 PAGE 7 DATE 08/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 03:22 PM ESTIMATE NO. 36 BID OPENING 11/01/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 08/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 275.0000 25,300.00 18.000 4,950.00 75.330 20,715.75 SF)(SIGN FOUNDATION) 59 48" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 300.0000 5,400.00 18.000 5,400.00 SF)(SIGN FOUNDATION) 60 METAL (BARRIER MOUNTED SIGN) LB 8.0000 23,920.00 0.000 0.00 61 METAL (WALL MOUNTED FLUSH SIGN) LB 8.0000 2,240.00 0.000 0.00 62 METAL LB 10.0000 3,700.00 0.000 0.00 (CONCRETE BARRIER MOUNTED FLUSH SIGN) 63 METAL (WALL MOUNTED SIGN) LB 9.0000 8,730.00 0.000 0.00 64 ROADSIDE SIGN - ONE POST EA 260.0000 4,680.00 5.000 1,300.00 65 ROADSIDE SIGN - TWO POST EA 675.0000 675.00 0.000 0.00 66 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 110.0000 3,080.00 0.000 0.00 METHOD) 67 INSTALL SIGN OVERLAY SQFT 17.0000 3,230.00 0.000 0.00 68 CLEAN AND PAINT STRUCTURAL STEEL LS 120,000.0000 120,000.00 0.950 114,000.00 0.950 114,000.00 S) 69 WORK AREA MONITORING LOCATION G LS 5,000.0000 5,000.00 0.000 0.00 SF) 70 WORK AREA MONITORING LOCATION H LS 5,000.0000 5,000.00 0.000 0.00 S) 71 WORK AREA MONITORING LOCATION I LS 5,000.0000 5,000.00 1.000 5,000.00 1.000 5,000.00 S) 72 12" REINFORCED CONCRETE PIPE LF 30.0000 420.00 0.000 0.00 73 15" REINFORCED CONCRETE PIPE LF 50.0000 7,500.00 146.000 7,300.00 74 18" REINFORCED CONCRETE PIPE LF 60.0000 106,800.00 1,690.000 101,400.00 75 24" REINFORCED CONCRETE PIPE LF 75.0000 111,000.00 1,457.000 109,275.00 76 36" REINFORCED CONCRETE PIPE LF 125.0000 9,500.00 74.000 9,250.00 77 18" CORRUGATED STEEL PIPE (.064" THICK) LF 48.0000 21,600.00 483.500 23,208.00 78 24" CORRUGATED STEEL PIPE (.064" THICK) LF 120.0000 4,800.00 27.000 3,240.00 79 18" SLOTTED CORRUGATED STEEL PIPE LF 62.0000 13,020.00 182.000 11,284.00 (.079" THICK) 80 15" SLOTTED CORRUGATED STEEL PIPE LF 65.0000 5,200.00 0.000 0.00 (0.079" THICK) 81 3" PLASTIC PIPE (EDGE DRAIN) LF 6.0000 106,200.00 380.000 2,280.00 14,561.000 87,366.00 82 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 47.0000 31,020.00 8.000 376.00 446.000 20,962.00 83 DRAINAGE SYSTEM (BRIDGE) LS 2,500.0000 2,500.00 0.000 0.00 84 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 30.0000 780.00 26.000 780.00 PROGRAM CAS145 PAGE 8 DATE 08/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 03:22 PM ESTIMATE NO. 36 BID OPENING 11/01/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 08/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 12" ENTRANCE TAPER EA 500.0000 500.00 1.000 500.00 86 12" ANCHOR ASSEMBLY EA 175.0000 175.00 1.000 175.00 87 12" CORRUGATED STEEL PIPE RISER LF 70.0000 2,940.00 42.000 2,940.00 (.064" THICK) 88 18" CORRUGATED STEEL PIPE RISER LF 56.0000 1,792.00 32.000 1,792.00 (.064" THICK) 89 12" STEEL FLARED END SECTION EA 250.0000 250.00 1.000 250.00 90 18" STEEL FLARED END SECTION EA 280.0000 1,120.00 2.000 560.00 91 36" AUTOMATIC DRAINAGE GATE EA 3,000.0000 3,000.00 1.000 3,000.00 92 36" PRECAST CONCRETE PIPE MANHOLE LF 110.0000 3,300.00 28.500 3,135.00 93 ROCK SLOPE PROTECTION CY 55.0000 9,900.00 175.000 9,625.00 (1/2 TON, METHOD B) 94 ROCK SLOPE PROTECTION CY 44.0000 2,332.00 0.000 0.00 (1/4 TON, METHOD B) 95 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 110.0000 1,210.00 7.400 814.00 96 ROCK SLOPE PROTECTION CY 140.0000 1,260.00 8.500 1,190.00 (FACING, METHOD B) 97 ROCK SLOPE PROTECTION CY 55.0000 715.00 12.600 693.00 (BACKING NO. 3, METHOD B) 98 ROCK SLOPE PROTECTION FABRIC SQYD 5.0000 350.00 58.200 291.00 99 MINOR CONCRETE (MISCELLANEOUS CY 220.0000 59,400.00 348.410 76,650.20 CONSTRUCTION) 00 MISCELLANEOUS IRON AND STEEL LB 0.5000 25,611.50 652.000 326.00 32,241.000 16,120.50 SF) 01 MISCELLANEOUS METAL LB 4.2000 46,200.00 11,000.000 46,200.00 SF)(RESTRAINER - PIPE TYPE) 02 MISCELLANEOUS METAL LB 5.2000 128,908.00 20,445.000 106,314.00 SF)(RESTRAINER - CABLE TYPE) 03 MODIFY CABLE RESTRAINER (TYPE A) LS 28,000.0000 28,000.00 0.500 14,000.00 SF) 04 MODIFY CABLE RESTRAINER (TYPE B) LS 46,000.0000 46,000.00 0.500 23,000.00 SF) 05 MODIFY CABLE RESTRAINER (TYPE C) LS 7,000.0000 7,000.00 0.000 0.00 SF) 06 CONFINEMENT ASSEMBLY EA 1,350.0000 68,850.00 51.000 68,850.00 SF) 07 MISCELLANEOUS METAL (BRIDGE) LB 5.0000 8,085.00 1,476.000 7,380.00 SF) 08 CHAIN LINK FENCE (TYPE CL-6) LF 15.0000 7,200.00 0.000 0.00 S) 09 4' CHAIN LINK GATE (TYPE CL-6) EA 750.0000 14,250.00 0.000 0.00 S) 10 DELINEATOR (CLASS 1) EA 45.0000 8,100.00 0.000 0.00 11 OBJECT MARKER EA 100.0000 2,500.00 12.000 1,200.00 PROGRAM CAS145 PAGE 9 DATE 08/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 03:22 PM ESTIMATE NO. 36 BID OPENING 11/01/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 08/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 INSTALL MEDIAN MILEAGE PANEL EA 50.0000 1,700.00 0.000 0.00 13 METAL BEAM GUARD RAILING (WOOD POST) LF 30.0000 33,000.00 434.000 13,020.00 1,199.500 35,985.00 S) 14 CHAIN LINK RAILING (TYPE 7) LF 46.0000 10,994.00 242.000 11,132.00 242.000 11,132.00 SF) 15 CONCRETE BARRIER (TYPE K) LF 20.0000 7,200.00 360.000 7,200.00 360.000 7,200.00 16 CONCRETE BARRIER (TYPE 27) LF 47.0000 858,267.00 18,261.000 858,267.00 F) 17 CONCRETE BARRIER (TYPE 27B MODIFIED) LF 75.0000 12,750.00 182.000 13,650.00 18 CONCRETE BARRIER (TYPE 27SV MODIFIED) LF 75.0000 115,500.00 1,382.000 103,650.00 19 CONCRETE BARRIER (TYPE 50) LF 63.0000 11,340.00 0.000 0.00 20 CONCRETE BARRIER (TYPE 50C) LF 84.0000 28,560.00 289.730 24,337.32 21 CONCRETE BARRIER (TYPE 50C MODIFIED) LF 90.0000 8,280.00 98.250 8,842.50 22 CONCRETE BARRIER (TYPE 50D) LF 40.0000 67,200.00 1,239.000 49,560.00 23 CONCRETE BARRIER (TYPE 50E) LF 132.0000 50,160.00 257.500 33,990.00 349.500 46,134.00 24 CONCRETE BARRIER (TYPE 50E MODIFIED) LF 180.0000 10,080.00 0.000 0.00 25 CABLE RAILING LF 10.0000 1,000.00 0.000 0.00 26 TERMINAL SECTION (TYPE C) EA 140.0000 1,120.00 1.000 140.00 7.000 980.00 S) 27 TERMINAL SYSTEM (TYPE SRT) EA 2,250.0000 31,500.00 4.000 9,000.00 14.000 31,500.00 S) 28 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 4,000.00 2.000 1,600.00 4.000 3,200.00 S) 29 CRASH CUSHION (TYPE REACT 9SCBS) EA 34,000.0000 272,000.00 1.000 34,000.00 5.000 170,000.00 S) 30 CONCRETE BARRIER (TYPE 60) LF 40.0000 21,200.00 0.000 0.00 31 CONCRETE BARRIER (TYPE 60A) LF 50.0000 22,000.00 0.000 0.00 32 CONCRETE BARRIER (TYPE 60C) LF 50.0000 11,000.00 0.000 0.00 33 CONCRETE BARRIER (TYPE 60W) LF 85.0000 238,000.00 0.000 0.00 34 CONCRETE BARRIER (TYPE 732) LF 68.0000 16,660.00 245.000 16,660.00 F) 35 CONCRETE BARRIER (TYPE 736) LF 52.0000 12,012.00 231.000 12,012.00 F) 36 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 38,100.00 1,110.000 333.00 S) 37 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 7,605.00 1,450.000 942.50 S) 38 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 8,700.00 0.000 0.00 S) (BROKEN 12-3) PROGRAM CAS145 PAGE 10 DATE 08/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 03:22 PM ESTIMATE NO. 36 BID OPENING 11/01/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 08/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 THERMOPLASTIC PAVEMENT MARKING SQFT 3.2500 32,825.00 341.000 1,108.25 1,051.000 3,415.75 S) 40 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 3,150.00 0.000 0.00 S) (BROKEN 17-7) 41 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 4,215.00 0.000 0.00 S) (BROKEN 36-12) 42 PAINT TRAFFIC STRIPE LF 0.3000 43,500.00 6,410.000 1,923.00 141,780.000 42,534.00 S) 43 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3000 17,910.00 5,005.000 1,501.50 21,126.000 6,337.80 S) 44 PAVEMENT MARKER EA 1.2500 28,250.00 9,129.000 11,411.25 S) (NON-REFLECTIVE) 45 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.1000 41,540.00 120.000 372.00 4,638.000 14,377.80 S) 46 LIGHTING AND SIGN ILLUMINATION LS 325,000.0000 325,000.00 0.090 29,250.00 0.900 292,500.00 S) 47 RELOCATE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.000 0.00 S) SYSTEM 48 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 5,000.0000 50,000.00 3.500 17,500.00 S) 49 4" CONDUIT (TRENCHED IN SOIL) LF 17.0000 3,060.00 0.000 0.00 S) 50 TWO 4" CONDUIT (TRENCHED IN SOIL) LF 24.0000 4,320.00 0.000 0.00 S) 51 3" CONDUIT (TRENCHED IN SOIL) LF 15.0000 2,250.00 40.000 600.00 S) 52 3" CONDUIT (TRENCHED IN PAVEMENT) LF 17.0000 680.00 0.000 0.00 S) 53 TWO 4" CONDUIT (TRENCHED IN PAVEMENT) LF 26.0000 278,200.00 10,664.000 277,264.00 S) 54 TWO 4" RIGID STEEL CONDUIT (JACKED) LF 48.0000 50,400.00 160.000 7,680.00 S) 55 3" RIGID STEEL CONDUIT (JACKED) LF 28.0000 16,240.00 380.000 10,640.00 S) 56 2" RIGID STEEL CONDUIT (JACKED) LF 25.0000 1,750.00 0.000 0.00 S) 57 2" CONDUIT (TRENCHED IN SOIL) LF 13.0000 11,700.00 605.000 7,865.00 S) 58 2" CONDUIT (TRENCHED IN PAVEMENT) LF 17.0000 10,540.00 395.000 6,715.00 S) 59 1 1/4" INNERDUCT LF 1.1000 31,790.00 0.000 0.00 S) 60 COMMUNICATION CONDUIT LS 7,500.0000 7,500.00 0.000 0.00 S) 61 TWO 4" CONDUIT (ATTACHED TO BRIDGE) LF 79.0000 375,250.00 410.000 32,390.00 3,228.000 255,012.00 S) 62 SPRINKLER CONTROL CONDUIT (BRIDGE) LF 10.0000 2,400.00 0.000 0.00 SF) 63 ELECTRIC SERVICE (IRRIGATION) LS 42,000.0000 42,000.00 0.700 29,400.00 S) 64 MODIFY CENSUS STATION SYSTEM LS 38,000.0000 38,000.00 0.787 29,906.00 S) 65 MODIFY TRAFFIC MONITORING STATION LS 21,000.0000 21,000.00 0.020 420.00 0.500 10,500.00 S) (LOCATION SB291) PROGRAM CAS145 PAGE 11 DATE 08/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 03:22 PM ESTIMATE NO. 36 BID OPENING 11/01/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 08/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 MODIFY CLOSE CIRCUIT TELEVISION CAMERA LS 17,500.0000 17,500.00 0.440 7,700.00 0.640 11,200.00 S) (LOCATION SB311) 67 MODIFY CLOSE CIRCUIT TELEVISION CAMERA LS 17,500.0000 17,500.00 0.820 14,350.00 0.820 14,350.00 S) (LOCATION SB303) 68 MODIFY CLOSE CIRCUIT TELEVISION CAMERA LS 17,500.0000 17,500.00 0.000 0.00 S) (LOCATION SB285) 69 WORK AT THE EXISTING SAN GABRIEL VALLEY LS 17,000.0000 17,000.00 0.000 0.00 S) COMMUNICATION HUB 70 MODIFY RAMP METERING SYSTEM LS 30,000.0000 30,000.00 0.370 11,100.00 0.690 20,700.00 S) (LOCATION 0741) 71 MODIFY RAMP METERING SYSTEM LS 10,000.0000 10,000.00 0.230 2,300.00 0.230 2,300.00 S) (LOCATION 0796) 72 MODIFY RAMP METERING SYSTEM LS 42,000.0000 42,000.00 0.310 13,020.00 0.820 34,440.00 S) (LOCATION 0430) 73 MODIFY RAMP METERING SYSTEM LS 20,000.0000 20,000.00 0.210 4,200.00 0.710 14,200.00 S) (LOCATION 0745) 74 MODIFY RAMP METERING SYSTEM LS 42,000.0000 42,000.00 0.699 29,358.00 S) (LOCATIONS 0431 & 0794) 75 MODIFY RAMP METERING SYSTEM LS 38,000.0000 38,000.00 1.000 38,000.00 S) (LOCATION 0432) 76 MODIFY RAMP METERING SYSTEM LS 40,000.0000 40,000.00 0.395 15,800.00 0.900 36,000.00 S) (LOCATION 0433) 77 MODIFY RAMP METERING SYSTEM LS 1,000.0000 1,000.00 0.000 0.00 S) (LOCATION 0741) 78 LIGHTING (UNDERCROSSING) (LOCATION 1) LS 7,000.0000 7,000.00 0.950 6,650.00 S) 79 LIGHTING (UNDERCROSSING) (LOCATION 2) LS 10,000.0000 10,000.00 0.950 9,500.00 S) 80 LIGHTING (UNDERCROSSING) (LOCATION 3) LS 10,000.0000 10,000.00 0.930 9,300.00 S) 81 LIGHTING (UNDERCROSSING) (LOCATION 4) LS 18,000.0000 18,000.00 0.980 17,640.00 S) 82 LIGHTING (UNDERCROSSING) (LOCATION 5) LS 11,000.0000 11,000.00 0.950 10,450.00 S) 83 LIGHTING (UNDERCROSSING) (LOCATION 6) LS 9,500.0000 9,500.00 0.950 9,025.00 S) 84 LIGHTING (UNDERCROSSING) (LOCATION 7) LS 18,000.0000 18,000.00 0.900 16,200.00 S) 85 LIGHTING (UNDERCROSSING) (LOCATION 8) LS 20,000.0000 20,000.00 0.900 18,000.00 S) 86 LIGHTING (UNDERCROSSING) (LOCATION 9) LS 10,000.0000 10,000.00 0.950 9,500.00 S) 87 LIGHTING (UNDERCROSSING) (LCOATION 10) LS 5,000.0000 5,000.00 0.950 4,750.00 S) 88 LIGHTING (UNDERCROSSING) (LOCATION 11) LS 20,000.0000 20,000.00 0.950 19,000.00 S) 89 LIGHTING (UNDERCROSSING) (LOCATION 12) LS 4,500.0000 4,500.00 0.900 4,050.00 S) 90 LIGHTING (UNION PACIFIC RAILROAD) LS 20,000.0000 20,000.00 0.750 15,000.00 S) 91 2 SINGLEMODE FIBER OPTIC BREAKOUT CABLE LF 5.0000 425.00 0.000 0.00 S) 92 12 SINGLEMODE FIBER OPTIC CABLE LF 2.1000 30,450.00 0.000 0.00 S) PROGRAM CAS145 PAGE 12 DATE 08/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 03:22 PM ESTIMATE NO. 36 BID OPENING 11/01/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 08/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 93 36 SINGLEMODE FIBER OPTIC CABLE LF 3.0000 43,500.00 0.000 0.00 S) 94 FIBER OPTIC SPLICE CLOSURE EA 2,700.0000 13,500.00 0.000 0.00 S) 95 TWISTED PAIR SPLICE CLOSURE EA 2,050.0000 36,900.00 0.000 0.00 S) 96 2 NO. 6 CONDUCTORS LF 1.0000 830.00 0.000 0.00 S) 97 2 NO. 8 CONDUCTORS LF 1.0000 640.00 0.000 0.00 S) 98 2 NO. 1 CONDUCTORS LF 2.0000 1,540.00 0.000 0.00 S) 99 4 NO. 18 TELEPHONE CABLE LF 1.0000 180.00 0.000 0.00 S) 00 TWISTED PAIR CABLE (6 PAIR) LF 2.0000 15,840.00 0.000 0.00 S) 01 TWISTED PAIR CABLE (50 PAIR) LF 2.7000 39,150.00 0.000 0.00 S) 02 NO. 5(T) PULL BOX EA 350.0000 700.00 0.000 0.00 S) 03 NO. 5 PULL BOX EA 110.0000 440.00 0.000 0.00 S) 04 NO. 6 PULL BOX EA 130.0000 260.00 2.000 260.00 S) 05 COMMUNICATION PULL BOX EA 300.0000 19,800.00 17.000 5,100.00 62.000 18,600.00 S) 06 SPLICE VAULT EA 3,500.0000 21,000.00 3.000 10,500.00 5.000 17,500.00 S) 07 INTERIM RAMP METERING SYSTEM LS 80,000.0000 80,000.00 0.103 8,240.00 0.850 68,000.00 S) 08 SYSTEM TESTING AND DOCUMENTATION LS 44,500.0000 44,500.00 0.300 13,350.00 S) PROGRAM CAS145 PAGE 13 DATE 08/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 03:22 PM ESTIMATE NO. 36 BID OPENING 11/01/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 08/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 848,091.35 34,465,084.64 ADJUSTMENT OF COMPENSATION 0.00 43,755.36 EXTRA WORK 88,499.36 1,247,414.64 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 936,590.71 35,756,254.64 09 MOBILIZATION LS 3712,000.0000 3,712,000.00 1.000 3,712,000.00 ORIGINAL CONTRACT AMOUNT 41,558,440.02 TOTAL WORK COMPLETED 936,590.71 39,468,254.64 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -11,456.47 TOTAL 936,590.71 39,456,798.17 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 01/23/02 900 02/07/02 02/07/02 08/30/05 590 27 3 12 90% 89% PROGRESS IS SATISFACTORY TAWFIK, GAMAL RESIDENT ENGINEER PROGRAM CAS145 DATE 08/25/04