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 06/22/04 EST. NO.34 TIME 07:11 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 --------------------------------------------------------------------------- 001 0556 373.37 E.W. @ F.A.(+) 052404 N 1151.0 0557 748.44 052504 N 1152.0 0558 380.02 052604 N 1160.0 0559 371.77 052704 N 1162.0 0560 503.82 060204 N 1178.0 0561 503.82 060304 N 1179.0 0562 236.44 060404 N 1180.0 0563 395.50 060704 N 1182.0 0564 459.88 060704 N 1183.0 0565 410.97 060804 N 1192.0 003 0008 422.72 E.W. @ F.A.(+) 051304 N 1130.0 0009 495.00 051304 N 1190.0 010 0044 544.50 E.W. @ F.A.(+) 051104 N 1143.0 0045 1,161.60 051104 N 1149.0 0046 580.80 051104 N 1189.0 014 0045 641.37 E.W. @ F.A.(+) 051704 N 1168.0 0046 388.60 051204 N 1169.0 0047 760.58 052804 N 1172.0 0048 538.72 060704 N 1181.0 024 0044 972.59 E.W. @ F.A.(+) 051404 N 1146.0 0045 955.33 051704 N 1147.0 0046 729.56 051804 N 1148.0 026 0008 168.01 E.W. @ F.A.(+) 041904 N 1060.0 0015 1,428.28 041204 N 1136.0 0017 4,914.64 041304 N 1138.0 0017-1 -4,914.64 041304 N 1138.0 DAO CORRECTING ENTRY 0017-2 3,472.75 041304 N 1138.0 DAO CORRECTING ENTRY 0018 255.77 041404 N 1139.0 0019 1,137.02 041604 N 1140.0 027 0047 1,097.60 E.W. @ U.P (+) 031604 N 1163.0 028 0011 11,847.58 A.C. @ U.P.(+) 060104 N 007 0 040 0002 849.11 E.W. @ F.A.(+) 060804 N 1194.0 041 0002 756.76 E.W. @ F.A.(+) 060804 N 1193.0 0003 113.70 060904 N 1195.0 047 0004 275.83 E.W. @ F.A.(+) 052604 N 1161.0 050 0006 363.00 E.W. @ F.A.(+) 050504 N 1141.0 0007 5,978.44 031804 N 1024.0 0008 4,026.67 031904 N 1025.0 0009 2,546.69 043004 N 1153.0 0010 9,764.14 031804 N 999008 061 0012 55.00 E.W. @ F.A.(+) 041504 N 1082.0 0013 5,155.29 040604 N 1164.0 0014 729.36 040804 N 1165.0 066 0001 1,139.74 E.W. @ F.A.(+) 051404 N 1131.0 0002 1,594.13 051704 N 1132.0 0003 1,480.17 051804 N 1133.0 0004 1,369.87 051904 N 1134.0 0005 1,483.32 052004 N 1135.0 0006 217.80 051404 N 1142.0 0007 1,214.86 052104 N 1144.0 0008 290.40 051404 N 1150.0 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 06/22/04 EST. NO.34 TIME 07:11 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 --------------------------------------------------------------------------- 71,386.69 TOTAL THIS ESTIMATE 1,095,408.32 TOTAL PREVIOUS ESTIMATE 1,166,795.01 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 06/22/04 EST. NO.34 TIME 07:11 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 0.00 -10,600.93 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 -10,600.93 PROGRAM CAS145 PAGE 1 DATE 06/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 07:11 AM ESTIMATE NO. 34 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 06/20/04 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 06/22/04 LOCATION 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 0.250 1,550.00 0.750 4,650.00 02 TIME-RELATED OVERHEAD WDAY 2,000.0000 1,300,000.00 20.000 40,000.00 545.000 1,090,000.00 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 0.800 200,000.00 07 CONSTRUCTION AREA SIGNS LS 160,000.0000 160,000.00 0.010 1,600.00 0.930 148,800.00 S) 08 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.030 9,000.00 0.750 225,000.00 S) 09 TYPE III BARRICADE EA 50.0000 3,100.00 29.000 1,450.00 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 28,500.00 100.000 3,000.00 783.000 23,490.00 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 2,700.000 18,900.00 58,300.000 408,100.00 S) 13 TEMPORARY CRASH CUSHION MODULE EA 300.0000 129,000.00 28.000 8,400.00 297.000 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 2.000 550.00 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 62,200.00 287.500 2,875.00 7,144.500 71,445.00 20 REMOVE FLARED END SECTION EA 150.0000 300.00 0.000 0.00 21 REMOVE TRAFFIC STRIPE LF 0.4000 42,400.00 1,045.000 418.00 57,641.000 23,056.40 22 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.9000 28,530.00 57,872.000 52,084.80 PROGRAM CAS145 PAGE 2 DATE 06/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 07:11 AM ESTIMATE NO. 34 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 06/20/04 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 06/22/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 14,379.000 11,503.20 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 2.000 900.00 41.000 18,450.00 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 0.000 0.00 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 1,934.000 7,736.00 7,088.000 28,352.00 S) (.15' MAXIMUM) 44 REMOVE CONCRETE CURB LF 3.5000 88,900.00 1,479.000 5,176.50 21,785.700 76,249.95 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 06/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 07:11 AM ESTIMATE NO. 34 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 06/20/04 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 06/22/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 18.000 14,400.00 36.000 28,800.00 51 CAP INLET EA 700.0000 30,100.00 1.000 700.00 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 84.000 1,008.00 24,868.000 298,416.00 69 ROADWAY EXCAVATION (TYPE Y) CY 12.0000 367,200.00 30,158.000 361,896.00 (AERIALLY DEPOSITED LEAD) 70 ROADWAY EXCAVATION (TYPE Z-2) CY 60.0000 282,600.00 843.000 50,580.00 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 658,207.00 654.000 7,194.00 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 06/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 07:11 AM ESTIMATE NO. 34 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 06/20/04 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 06/22/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 154,671.00 162.000 1,782.00 14,061.000 154,671.00 F) 78 STRUCTURE BACKFILL (RETAINING WALL) CY 15.0000 899,580.00 2,451.000 36,765.00 58,477.000 877,155.00 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 0.030 7,200.00 0.160 38,400.00 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 60.000 6,600.00 977.000 107,470.00 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 637,000.00 758.000 13,265.00 25,283.000 442,452.50 90 LEAN CONCRETE BASE CY 70.0000 1,610,000.00 1,719.000 120,330.00 17,541.420 1,227,899.40 91 ASPHALT CONCRETE (BRIDGE) TON 42.0000 15,792.00 0.000 0.00 92 ASPHALT CONCRETE TON 42.0000 760,200.00 1,828.470 76,795.74 13,839.490 581,258.58 93 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 17.0000 7,650.00 530.220 9,013.74 2,514.600 42,748.20 AREA) 94 PLACE ASPHALT CONCRETE DIKE (TYPE A) LF 2.5000 4,525.00 317.000 792.50 1,421.000 3,552.50 95 PLACE ASPHALT CONCRETE DIKE (TYPE C) LF 3.7500 2,400.00 184.000 690.00 838.000 3,142.50 96 PLACE ASPHALT CONCRETE DIKE (TYPE D) LF 2.5000 13,100.00 1,932.000 4,830.00 3,126.000 7,815.00 97 PLACE ASPHALT CONCRETE DIKE (TYPE F) LF 3.7500 825.00 83.000 311.25 351.000 1,316.25 98 CONCRETE PAVEMENT CY 97.0000 2,386,200.00 1,307.000 126,779.00 21,106.000 2,047,282.00 99 SEAL PAVEMENT JOINT LF 2.0000 121,200.00 2,752.000 5,504.00 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 06/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 07:11 AM ESTIMATE NO. 34 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 06/20/04 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 06/22/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 57.000 11,400.00 3,441.980 688,396.00 F) 19 STRUCTURAL CONCRETE, BRIDGE CY 400.0000 4,314,400.00 68.000 27,200.00 10,786.000 4,314,400.00 F) 20 STRUCTURAL CONCRETE, RETAINING WALL CY 190.0000 3,764,850.00 19,371.010 3,680,491.90 F) 21 STRUCTURAL CONCRETE, APPROACH SLAB CY 380.0000 580,260.00 225.000 85,500.00 1,510.000 573,800.00 F) (TYPE N) 22 STRUCTURAL CONCRETE, APPROACH SLAB CY 450.0000 337,950.00 135.000 60,750.00 745.000 335,250.00 (TYPE R) 23 STRUCTURAL CONCRETE, TRANSITION SLAB CY 400.0000 74,800.00 74.000 29,600.00 187.000 74,800.00 24 MINOR CONCRETE (MINOR STRUCTURE) CY 900.0000 233,100.00 4.790 4,311.00 183.390 165,051.00 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 1.000 1,200.00 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 06/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 07:11 AM ESTIMATE NO. 34 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 06/20/04 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 06/22/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 86,688.00 236.250 3,780.00 4,460.330 71,365.28 37 CORE CONCRETE (2") LF 22.0000 99,308.00 2,908.300 63,982.60 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 95,075.750 950,757.50 SF) 43 EXPANSION DAM CF 160.0000 8,480.00 0.000 0.00 44 JOINT SEAL (TYPE B-MR 1") LF 31.0000 12,586.00 154.000 4,774.00 419.500 13,004.50 S) 45 JOINT SEAL (TYPE B-MR 1 1/2") LF 38.0000 22,800.00 86.000 3,268.00 267.750 10,174.50 S) 46 JOINT SEAL (TYPE A) LF 18.0000 32,346.00 272.420 4,903.56 852.420 15,343.56 S) 47 BAR REINFORCING STEEL (BRIDGE) LB 0.4600 1,508,804.60 14,866.000 6,838.36 3,284,876.000 1,511,042.96 SF) 48 BAR REINFORCING STEEL (RETAINING WALL) LB 0.4800 1,038,157.92 2,140,106.000 1,027,250.88 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 430,520.00 115,440.000 230,880.00 SF) 54 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 107,630.00 115,440.000 57,720.00 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 06/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 07:11 AM ESTIMATE NO. 34 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 06/20/04 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 06/22/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 57.330 15,765.75 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 0.000 0.00 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 0.000 0.00 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 8.000 400.00 146.000 7,300.00 74 18" REINFORCED CONCRETE PIPE LF 60.0000 106,800.00 83.000 4,980.00 1,623.000 97,380.00 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 1,968.000 11,808.00 13,628.000 81,768.00 82 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 47.0000 31,020.00 72.000 3,384.00 422.000 19,834.00 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 06/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 07:11 AM ESTIMATE NO. 34 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 06/20/04 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 06/22/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 59,400.00 332.410 73,130.20 CONSTRUCTION) 00 MISCELLANEOUS IRON AND STEEL LB 0.5000 25,611.50 326.000 163.00 29,633.000 14,816.50 SF) 01 MISCELLANEOUS METAL LB 4.2000 46,200.00 11,000.000 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 0.400 11,200.00 SF) 04 MODIFY CABLE RESTRAINER (TYPE B) LS 46,000.0000 46,000.00 0.400 18,400.00 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 06/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 07:11 AM ESTIMATE NO. 34 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 06/20/04 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 06/22/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 33,000.00 175.000 5,250.00 637.500 19,125.00 S) 14 CHAIN LINK RAILING (TYPE 7) LF 46.0000 10,994.00 0.000 0.00 SF) 15 CONCRETE BARRIER (TYPE K) LF 20.0000 7,200.00 0.000 0.00 16 CONCRETE BARRIER (TYPE 27) LF 47.0000 858,267.00 17,334.000 814,698.00 F) 17 CONCRETE BARRIER (TYPE 27B MODIFIED) LF 75.0000 12,750.00 0.000 0.00 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 67,200.00 475.000 19,000.00 1,239.000 49,560.00 23 CONCRETE BARRIER (TYPE 50E) LF 132.0000 50,160.00 92.000 12,144.00 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 3.000 420.00 6.000 840.00 S) 27 TERMINAL SYSTEM (TYPE SRT) EA 2,250.0000 31,500.00 4.000 9,000.00 9.000 20,250.00 S) 28 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 4,000.00 1.000 800.00 2.000 1,600.00 S) 29 CRASH CUSHION (TYPE REACT 9SCBS) EA 34,000.0000 272,000.00 4.000 136,000.00 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 16,660.00 245.000 16,660.00 F) 35 CONCRETE BARRIER (TYPE 736) LF 52.0000 12,012.00 231.000 12,012.00 231.000 12,012.00 F) 36 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 38,100.00 740.000 222.00 1,110.000 333.00 S) 37 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 7,605.00 933.000 606.45 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 06/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 07:11 AM ESTIMATE NO. 34 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 06/20/04 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 06/22/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 32,825.00 211.000 685.75 628.000 2,041.00 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 9,066.000 2,719.80 130,767.000 39,230.10 S) 43 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3000 17,910.00 5,988.000 1,796.40 16,121.000 4,836.30 S) 44 PAVEMENT MARKER EA 1.2500 28,250.00 293.000 366.25 9,129.000 11,411.25 S) (NON-REFLECTIVE) 45 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.1000 41,540.00 341.000 1,057.10 5,317.000 16,482.70 S) 46 LIGHTING AND SIGN ILLUMINATION LS 325,000.0000 325,000.00 0.035 11,375.00 0.690 224,250.00 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 278,200.00 720.000 18,720.00 10,316.000 268,216.00 S) 54 TWO 4" RIGID STEEL CONDUIT (JACKED) LF 48.0000 50,400.00 160.000 7,680.00 320.000 15,360.00 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 10,540.00 375.000 6,375.00 395.000 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 2,818.000 222,622.00 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 0.650 27,300.00 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 0.480 10,080.00 S) (LOCATION SB291) PROGRAM CAS145 PAGE 11 DATE 06/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 07:11 AM ESTIMATE NO. 34 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 06/20/04 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 06/22/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.200 3,500.00 0.200 3,500.00 S) (LOCATION SB311) 67 MODIFY CLOSE CIRCUIT TELEVISION CAMERA LS 17,500.0000 17,500.00 0.000 0.00 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 0.320 9,600.00 S) (LOCATION 0741) 71 MODIFY RAMP METERING SYSTEM LS 10,000.0000 10,000.00 0.000 0.00 S) (LOCATION 0796) 72 MODIFY RAMP METERING SYSTEM LS 42,000.0000 42,000.00 0.510 21,420.00 S) (LOCATION 0430) 73 MODIFY RAMP METERING SYSTEM LS 20,000.0000 20,000.00 0.500 10,000.00 S) (LOCATION 0745) 74 MODIFY RAMP METERING SYSTEM LS 42,000.0000 42,000.00 0.083 3,486.00 0.543 22,806.00 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 0.090 3,600.00 0.505 20,200.00 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 06/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 07:11 AM ESTIMATE NO. 34 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 06/20/04 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 06/22/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 35.000 10,500.00 S) 06 SPLICE VAULT EA 3,500.0000 21,000.00 1.000 3,500.00 S) 07 INTERIM RAMP METERING SYSTEM LS 80,000.0000 80,000.00 0.747 59,760.00 S) 08 SYSTEM TESTING AND DOCUMENTATION LS 44,500.0000 44,500.00 0.300 13,350.00 S) PROGRAM CAS145 PAGE 13 DATE 06/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1069U4 TIME 07:11 AM ESTIMATE NO. 34 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 06/20/04 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 06/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,022,330.95 32,754,789.27 ADJUSTMENT OF COMPENSATION 11,847.58 33,841.29 EXTRA WORK 59,539.11 1,132,953.72 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,093,717.64 33,921,584.28 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 1,093,717.64 37,633,584.28 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,600.93 TOTAL 1,093,717.64 37,622,983.35 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 04/06/05 546 27 3 12 86% 82% PROGRESS IS SATISFACTORY TAWFIK, GAMAL RESIDENT ENGINEER PROGRAM CAS145 DATE 06/22/04