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 08/21/06 EST. NO.57 TIME 08:27 AM 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 --------------------------------------------------------------------------- 002 0061 1,198.71 E.W. @ F.A.(+) 040306 N 897345 017 0023 214.81 E.W. @ F.A.(+) 100702 N 1903.0 0024 1,497.05 100702 N 1904.0 082 0020 1,382.04 E.W. @ F.A.(+) 020305 N 1904.0 4,292.61 TOTAL THIS ESTIMATE 2,989,909.68 TOTAL PREVIOUS ESTIMATE 2,994,202.29 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 08/21/06 EST. NO.57 TIME 08:27 AM 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 OCT -10,000.00 39 NOV -10,000.00 40 OCT 10,000.00 40 DEC -10,000.00 41 JAN -10,000.00 42 FEB -9,671.39 43 DEC 10,000.00 44 FEB 2005 9,671.39 44 JAN 2005 10,000.00 44 NOV 10,000.00 47 MAY & JULY 05 -1,000.00 49 DEC 05 -1,000.00 53 MARCH 06 -2,010.00 55 DEC 05 1,000.00 56 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 08/21/06 EST. NO.57 TIME 08:27 AM R.E. NAME: TAWFIK, GAMAL 07-1069U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- MARCH 06 2,010.00 56 MAY & JULY 05 1,000.00 56 0.00 0.00 TOTAL DEDUCTIONS 0.00 -11,456.47 PROGRAM CAS145 PAGE 1 DATE 08/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 08:27 AM ESTIMATE NO. 57 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 04/12/06 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 08/21/06 LOCATION SEMI-FINAL 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 1.000 6,200.00 02 TIME-RELATED OVERHEAD WDAY 2,000.0000 1,300,000.00 755.000 1,510,000.00 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 1.000 7,500.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 250,000.0000 250,000.00 1.000 250,000.00 07 CONSTRUCTION AREA SIGNS LS 160,000.0000 160,000.00 1.000 160,000.00 S) 08 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 1.000 300,000.00 S) 09 TYPE III BARRICADE EA 50.0000 3,100.00 74.000 3,700.00 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 28,500.00 1,034.000 31,020.00 S) 11 FLASHING BEACON (PORTABLE) EA 100.0000 10,000.00 88.000 8,800.00 12 TEMPORARY RAILING (TYPE K) LF 7.0000 461,300.00 70,520.000 493,640.00 S) 13 TEMPORARY CRASH CUSHION MODULE EA 300.0000 129,000.00 465.000 139,500.00 S) 14 TEMPORARY CRASH CUSHION EA 9,400.0000 253,800.00 28.000 263,200.00 S) (TYPE REACT 9SCBS) 15 ABANDON CULVERT EA 275.0000 4,950.00 18.000 4,950.00 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 7,440.500 74,405.00 20 REMOVE FLARED END SECTION EA 150.0000 300.00 2.000 300.00 21 REMOVE TRAFFIC STRIPE LF 0.4000 42,400.00 224,094.000 89,637.60 22 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.9000 28,530.00 84,960.000 76,464.00 PROGRAM CAS145 PAGE 2 DATE 08/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 08:27 AM ESTIMATE NO. 57 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 04/12/06 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 08/21/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 28,674.000 22,939.20 24 REMOVE ROADSIDE SIGN EA 100.0000 1,700.00 27.000 2,700.00 25 REMOVE SIGN STRUCTURE EA 3,400.0000 71,400.00 21.000 71,400.00 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 2,024.000 44,528.00 31 REMOVE INLET EA 450.0000 32,400.00 72.000 32,400.00 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 7,559.400 41,576.70 35 REMOVE ASPHALT CONCRETE SURFACING SQYD 11.0000 1,848.00 271.000 2,981.00 36 RECONSTRUCT CHAIN LINK FENCE LF 15.0000 11,400.00 976.000 14,640.00 37 RECONSTRUCT METAL BEAM GUARD RAILING LF 25.0000 1,000.00 40.000 1,000.00 38 RESET ROADSIDE SIGN (ONE POST) EA 250.0000 1,500.00 1.000 250.00 39 RESET PROPERTY FENCE LF 55.0000 10,450.00 262.000 14,410.00 40 RELOCATE ROADSIDE SIGN EA 230.0000 20,930.00 77.000 17,710.00 41 RELOCATE SIGN PANEL (BRIDGE-MOUNTED) EA 1,400.0000 4,200.00 5.000 7,000.00 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 25,650.700 89,777.45 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 5,830.000 29,150.00 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 08/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 08:27 AM ESTIMATE NO. 57 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 04/12/06 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 08/21/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 43.000 30,100.00 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 1.000 57,800.00 68 ROADWAY EXCAVATION CY 12.0000 363,600.00 32,900.350 394,804.20 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 4,710.000 282,600.00 (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 60,112.000 661,232.00 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 08/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 08:27 AM ESTIMATE NO. 57 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 04/12/06 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 08/21/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 60,145.000 902,175.00 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 1.000 105,000.00 S) 82 WILD FLOWER SEEDING SQYD 2.0000 1,020.00 500.000 1,000.00 S) 83 MAINTAIN EXISTING PLANTS LS 35,000.0000 35,000.00 1.000 35,000.00 S) 84 PLANT ESTABLISHMENT WORK LS 20,000.0000 20,000.00 1.000 20,000.00 S) 85 IRRIGATION SYSTEM LS 240,000.0000 240,000.00 1.000 240,000.00 S) 86 3" GALVANIZED STEEL PIPE LF 60.0000 24,600.00 410.000 24,600.00 SF)(SUPPLY LINE ON BRIDGE) 87 8" WELDED STEEL PIPE CONDUIT LF 110.0000 137,500.00 1,294.000 142,340.00 S) (.250" THICK) 88 AGGREGATE BASE (APPROACH SLAB) CY 95.0000 7,030.00 74.000 7,030.00 89 CLASS 3 AGGREGATE BASE CY 17.5000 637,000.00 36,134.000 632,345.00 90 LEAN CONCRETE BASE CY 70.0000 1,610,000.00 22,800.110 1,596,007.70 91 ASPHALT CONCRETE (BRIDGE) TON 42.0000 15,792.00 0.000 0.00 92 ASPHALT CONCRETE TON 42.0000 760,200.00 20,447.300 858,786.60 93 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 17.0000 7,650.00 3,994.280 67,902.76 AREA) 94 PLACE ASPHALT CONCRETE DIKE (TYPE A) LF 2.5000 4,525.00 2,168.000 5,420.00 95 PLACE ASPHALT CONCRETE DIKE (TYPE C) LF 3.7500 2,400.00 955.500 3,583.13 96 PLACE ASPHALT CONCRETE DIKE (TYPE D) LF 2.5000 13,100.00 5,393.000 13,482.50 97 PLACE ASPHALT CONCRETE DIKE (TYPE F) LF 3.7500 825.00 454.000 1,702.50 98 CONCRETE PAVEMENT CY 97.0000 2,386,200.00 24,337.000 2,360,689.00 99 SEAL PAVEMENT JOINT LF 2.0000 121,200.00 56,189.000 112,378.00 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 08/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 08:27 AM ESTIMATE NO. 57 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 04/12/06 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 08/21/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,442.000 688,400.00 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 19,891.010 3,779,291.90 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 233,100.00 259.400 233,460.00 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 18.000 46,800.00 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 08/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 08:27 AM ESTIMATE NO. 57 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 04/12/06 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 08/21/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,070.000 32,100.00 F) 36 REFINISH BRIDGE DECK SQFT 16.0000 86,688.00 6,494.550 103,912.80 37 CORE CONCRETE (2") LF 22.0000 99,308.00 4,197.300 92,340.60 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 1,021,300.00 102,130.000 1,021,300.00 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 22,800.00 602.250 22,885.50 S) 46 JOINT SEAL (TYPE A) LF 18.0000 32,346.00 1,784.120 32,114.16 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 2,165,798.000 1,039,583.04 SF) 49 ASPHALT MEMBRANE WATERPROOFING SQFT 4.0000 9,592.00 2,398.000 9,592.00 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 430,520.00 217,080.000 434,160.00 SF) 54 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 107,630.00 217,080.000 108,540.00 SF) 55 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 4.0000 3,600.00 900.000 3,600.00 F) WITHOUT WALKWAY) 56 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 4.0000 3,600.00 900.000 3,600.00 SF)WITHOUT WALKWAY) 57 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 250.0000 18,500.00 59.000 14,750.00 SF)(SIGN FOUNDATION) PROGRAM CAS145 PAGE 7 DATE 08/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 08:27 AM ESTIMATE NO. 57 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 04/12/06 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 08/21/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 25,300.00 121.330 33,365.75 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 2,576.000 20,608.00 61 METAL (WALL MOUNTED FLUSH SIGN) LB 8.0000 2,240.00 255.000 2,040.00 62 METAL LB 10.0000 3,700.00 318.000 3,180.00 (CONCRETE BARRIER MOUNTED FLUSH SIGN) 63 METAL (WALL MOUNTED SIGN) LB 9.0000 8,730.00 1,284.000 11,556.00 64 ROADSIDE SIGN - ONE POST EA 260.0000 4,680.00 30.000 7,800.00 65 ROADSIDE SIGN - TWO POST EA 675.0000 675.00 1.000 675.00 66 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 110.0000 3,080.00 23.000 2,530.00 METHOD) 67 INSTALL SIGN OVERLAY SQFT 17.0000 3,230.00 182.000 3,094.00 68 CLEAN AND PAINT STRUCTURAL STEEL LS 120,000.0000 120,000.00 1.000 120,000.00 S) 69 WORK AREA MONITORING LOCATION G LS 5,000.0000 5,000.00 1.000 5,000.00 SF) 70 WORK AREA MONITORING LOCATION H LS 5,000.0000 5,000.00 1.000 5,000.00 S) 71 WORK AREA MONITORING LOCATION I LS 5,000.0000 5,000.00 1.000 5,000.00 S) 72 12" REINFORCED CONCRETE PIPE LF 30.0000 420.00 14.000 420.00 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 1,864.000 111,840.00 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 66.000 4,290.00 (0.079" THICK) 81 3" PLASTIC PIPE (EDGE DRAIN) LF 6.0000 106,200.00 17,665.000 105,990.00 82 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 47.0000 31,020.00 660.000 31,020.00 83 DRAINAGE SYSTEM (BRIDGE) LS 2,500.0000 2,500.00 1.000 2,500.00 84 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 30.0000 780.00 26.000 780.00 PROGRAM CAS145 PAGE 8 DATE 08/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 08:27 AM ESTIMATE NO. 57 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 04/12/06 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 08/21/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 1,120.00 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 53.000 2,332.00 (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 51,223.000 25,611.50 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 24,790.000 128,908.00 SF)(RESTRAINER - CABLE TYPE) 03 MODIFY CABLE RESTRAINER (TYPE A) LS 28,000.0000 28,000.00 1.000 28,000.00 SF) 04 MODIFY CABLE RESTRAINER (TYPE B) LS 46,000.0000 46,000.00 1.000 46,000.00 SF) 05 MODIFY CABLE RESTRAINER (TYPE C) LS 7,000.0000 7,000.00 1.000 7,000.00 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 1,617.000 8,085.00 SF) 08 CHAIN LINK FENCE (TYPE CL-6) LF 15.0000 7,200.00 509.000 7,635.00 S) 09 4' CHAIN LINK GATE (TYPE CL-6) EA 750.0000 14,250.00 20.000 15,000.00 S) 10 DELINEATOR (CLASS 1) EA 45.0000 8,100.00 200.000 9,000.00 11 OBJECT MARKER EA 100.0000 2,500.00 12.000 1,200.00 PROGRAM CAS145 PAGE 9 DATE 08/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 08:27 AM ESTIMATE NO. 57 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 04/12/06 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 08/21/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 30.000 1,500.00 13 METAL BEAM GUARD RAILING (WOOD POST) LF 30.0000 33,000.00 1,212.500 36,375.00 S) 14 CHAIN LINK RAILING (TYPE 7) LF 46.0000 10,994.00 242.000 11,132.00 SF) 15 CONCRETE BARRIER (TYPE K) LF 20.0000 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 1,532.000 114,900.00 19 CONCRETE BARRIER (TYPE 50) LF 63.0000 11,340.00 177.500 11,182.50 20 CONCRETE BARRIER (TYPE 50C) LF 84.0000 28,560.00 333.730 28,033.32 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 1,637.000 65,480.00 23 CONCRETE BARRIER (TYPE 50E) LF 132.0000 50,160.00 -170.000 -22,440.00 465.500 61,446.00 24 CONCRETE BARRIER (TYPE 50E MODIFIED) LF 180.0000 10,080.00 142.660 25,678.80 25 CABLE RAILING LF 10.0000 1,000.00 99.000 990.00 26 TERMINAL SECTION (TYPE C) EA 140.0000 1,120.00 7.000 980.00 S) 27 TERMINAL SYSTEM (TYPE SRT) EA 2,250.0000 31,500.00 15.000 33,750.00 S) 28 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 4,000.00 6.000 4,800.00 S) 29 CRASH CUSHION (TYPE REACT 9SCBS) EA 34,000.0000 272,000.00 8.000 272,000.00 S) 30 CONCRETE BARRIER (TYPE 60) LF 40.0000 21,200.00 527.000 21,080.00 31 CONCRETE BARRIER (TYPE 60A) LF 50.0000 22,000.00 438.000 21,900.00 32 CONCRETE BARRIER (TYPE 60C) LF 50.0000 11,000.00 212.030 10,601.50 33 CONCRETE BARRIER (TYPE 60W) LF 85.0000 238,000.00 270.000 22,950.00 3,065.000 260,525.00 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 38,100.00 127,696.000 38,308.80 S) 37 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 7,605.00 15,345.000 9,974.25 S) 38 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 8,700.00 17,971.000 13,478.25 S) (BROKEN 12-3) PROGRAM CAS145 PAGE 10 DATE 08/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 08:27 AM ESTIMATE NO. 57 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 04/12/06 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 08/21/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,033.000 3,357.25 11,073.000 35,987.25 S) 40 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 3,150.00 9,247.000 3,236.45 S) (BROKEN 17-7) 41 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 4,215.00 1,750.000 1,312.50 S) (BROKEN 36-12) 42 PAINT TRAFFIC STRIPE LF 0.3000 43,500.00 55,785.000 16,735.50 220,923.000 66,276.90 S) 43 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3000 17,910.00 6,691.000 2,007.30 85,853.000 25,755.90 S) 44 PAVEMENT MARKER EA 1.2500 28,250.00 19,282.000 24,102.50 S) (NON-REFLECTIVE) 45 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.1000 41,540.00 560.000 1,736.00 14,126.000 43,790.60 S) 46 LIGHTING AND SIGN ILLUMINATION LS 325,000.0000 325,000.00 1.000 325,000.00 S) 47 RELOCATE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 1.000 10,000.00 S) SYSTEM 48 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 5,000.0000 50,000.00 9.000 45,000.00 S) 49 4" CONDUIT (TRENCHED IN SOIL) LF 17.0000 3,060.00 90.000 1,530.00 S) 50 TWO 4" CONDUIT (TRENCHED IN SOIL) LF 24.0000 4,320.00 180.000 4,320.00 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 40.000 680.00 S) 53 TWO 4" CONDUIT (TRENCHED IN PAVEMENT) LF 26.0000 278,200.00 10,374.000 269,724.00 S) 54 TWO 4" RIGID STEEL CONDUIT (JACKED) LF 48.0000 50,400.00 450.000 21,600.00 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 70.000 1,750.00 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 28,900.000 31,790.00 S) 60 COMMUNICATION CONDUIT LS 7,500.0000 7,500.00 1.000 7,500.00 S) 61 TWO 4" CONDUIT (ATTACHED TO BRIDGE) LF 79.0000 375,250.00 3,280.000 259,120.00 S) 62 SPRINKLER CONTROL CONDUIT (BRIDGE) LF 10.0000 2,400.00 240.000 2,400.00 SF) 63 ELECTRIC SERVICE (IRRIGATION) LS 42,000.0000 42,000.00 1.000 42,000.00 S) 64 MODIFY CENSUS STATION SYSTEM LS 38,000.0000 38,000.00 1.000 38,000.00 S) 65 MODIFY TRAFFIC MONITORING STATION LS 21,000.0000 21,000.00 1.000 21,000.00 S) (LOCATION SB291) PROGRAM CAS145 PAGE 11 DATE 08/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 08:27 AM ESTIMATE NO. 57 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 04/12/06 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 08/21/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 17,500.00 S) (LOCATION SB311) 67 MODIFY CLOSE CIRCUIT TELEVISION CAMERA LS 17,500.0000 17,500.00 1.000 17,500.00 S) (LOCATION SB303) 68 MODIFY CLOSE CIRCUIT TELEVISION CAMERA LS 17,500.0000 17,500.00 1.000 17,500.00 S) (LOCATION SB285) 69 WORK AT THE EXISTING SAN GABRIEL VALLEY LS 17,000.0000 17,000.00 1.000 17,000.00 S) COMMUNICATION HUB 70 MODIFY RAMP METERING SYSTEM LS 30,000.0000 30,000.00 1.000 30,000.00 S) (LOCATION 0741) 71 MODIFY RAMP METERING SYSTEM LS 10,000.0000 10,000.00 1.000 10,000.00 S) (LOCATION 0796) 72 MODIFY RAMP METERING SYSTEM LS 42,000.0000 42,000.00 1.000 42,000.00 S) (LOCATION 0430) 73 MODIFY RAMP METERING SYSTEM LS 20,000.0000 20,000.00 1.000 20,000.00 S) (LOCATION 0745) 74 MODIFY RAMP METERING SYSTEM LS 42,000.0000 42,000.00 1.000 42,000.00 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 1.000 40,000.00 S) (LOCATION 0433) 77 MODIFY RAMP METERING SYSTEM LS 1,000.0000 1,000.00 1.000 1,000.00 S) (LOCATION 0741) 78 LIGHTING (UNDERCROSSING) (LOCATION 1) LS 7,000.0000 7,000.00 1.000 7,000.00 S) 79 LIGHTING (UNDERCROSSING) (LOCATION 2) LS 10,000.0000 10,000.00 1.000 10,000.00 S) 80 LIGHTING (UNDERCROSSING) (LOCATION 3) LS 10,000.0000 10,000.00 1.000 10,000.00 S) 81 LIGHTING (UNDERCROSSING) (LOCATION 4) LS 18,000.0000 18,000.00 1.000 18,000.00 S) 82 LIGHTING (UNDERCROSSING) (LOCATION 5) LS 11,000.0000 11,000.00 1.000 11,000.00 S) 83 LIGHTING (UNDERCROSSING) (LOCATION 6) LS 9,500.0000 9,500.00 1.000 9,500.00 S) 84 LIGHTING (UNDERCROSSING) (LOCATION 7) LS 18,000.0000 18,000.00 1.000 18,000.00 S) 85 LIGHTING (UNDERCROSSING) (LOCATION 8) LS 20,000.0000 20,000.00 1.000 20,000.00 S) 86 LIGHTING (UNDERCROSSING) (LOCATION 9) LS 10,000.0000 10,000.00 1.000 10,000.00 S) 87 LIGHTING (UNDERCROSSING) (LCOATION 10) LS 5,000.0000 5,000.00 1.000 5,000.00 S) 88 LIGHTING (UNDERCROSSING) (LOCATION 11) LS 20,000.0000 20,000.00 1.000 20,000.00 S) 89 LIGHTING (UNDERCROSSING) (LOCATION 12) LS 4,500.0000 4,500.00 1.000 4,500.00 S) 90 LIGHTING (UNION PACIFIC RAILROAD) LS 20,000.0000 20,000.00 1.000 20,000.00 S) 91 2 SINGLEMODE FIBER OPTIC BREAKOUT CABLE LF 5.0000 425.00 432.000 2,160.00 S) 92 12 SINGLEMODE FIBER OPTIC CABLE LF 2.1000 30,450.00 15,400.000 32,340.00 S) PROGRAM CAS145 PAGE 12 DATE 08/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 08:27 AM ESTIMATE NO. 57 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 04/12/06 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 08/21/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 15,400.000 46,200.00 S) 94 FIBER OPTIC SPLICE CLOSURE EA 2,700.0000 13,500.00 5.000 13,500.00 S) 95 TWISTED PAIR SPLICE CLOSURE EA 2,050.0000 36,900.00 18.000 36,900.00 S) 96 2 NO. 6 CONDUCTORS LF 1.0000 830.00 830.000 830.00 S) 97 2 NO. 8 CONDUCTORS LF 1.0000 640.00 640.000 640.00 S) 98 2 NO. 1 CONDUCTORS LF 2.0000 1,540.00 770.000 1,540.00 S) 99 4 NO. 18 TELEPHONE CABLE LF 1.0000 180.00 180.000 180.00 S) 00 TWISTED PAIR CABLE (6 PAIR) LF 2.0000 15,840.00 7,920.000 15,840.00 S) 01 TWISTED PAIR CABLE (50 PAIR) LF 2.7000 39,150.00 14,500.000 39,150.00 S) 02 NO. 5(T) PULL BOX EA 350.0000 700.00 2.000 700.00 S) 03 NO. 5 PULL BOX EA 110.0000 440.00 4.000 440.00 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 65.000 19,500.00 S) 06 SPLICE VAULT EA 3,500.0000 21,000.00 5.000 17,500.00 S) 07 INTERIM RAMP METERING SYSTEM LS 80,000.0000 80,000.00 1.000 80,000.00 S) 08 SYSTEM TESTING AND DOCUMENTATION LS 44,500.0000 44,500.00 1.000 44,500.00 S) PROGRAM CAS145 PAGE 13 DATE 08/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 08:27 AM ESTIMATE NO. 57 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 04/12/06 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 08/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 24,346.05 38,322,335.41 ADJUSTMENT OF COMPENSATION 0.00 667,092.52 EXTRA WORK 4,292.61 2,327,109.77 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 28,638.66 41,316,537.70 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 28,638.66 45,028,537.70 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -11,456.47 TOTAL 28,638.66 45,017,081.23 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 01/23/02 900 02/07/02 02/07/02 04/12/06 981 57 105 16 100% 100% TAWFIK, GAMAL RESIDENT ENGINEER PROGRAM CAS145 DATE 08/21/06