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 09/19/03 EST. NO.24 TIME 12:51 PM R.E. NAME: IGOR TSIGELMAN 04-006034 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0015 1,000.00 E.W. @ F.A.(+) 081403 N 3720.0 012 0014 -3,584.00 A.C. @ U.P.(-) 091803 N 12X 0 017 0015 1,165.00 E.W. @ U.P (+) 081403 N 3634.0 0016 2,894.00 072003 N 3287.0 022 0020 5,003.20 E.W. @ U.P (+) 073103 N 3646.0 031 0627-3-9,999,999.90 A.C. @ U.P.(+) 042703 N XX 0 DAO CORRECTING ENTRY 0627-4 9,452,663.00 042703 N XX 0 DAO CORRECTING ENTRY 0629 540.11 A.C. @ F.A.(+) 073003 N 3361.0 0635 1,032.11 080103 N 3428.0 0637 773.25 080103 N 3442.0 0638 513.70 080103 N 3454.0 0641-1-2,800,000.00 A.C. @ U.P.(+) 081903 N 641X 0 DAO CORRECTING ENTRY 0641-2 3,127,370.00 081903 N 641X 0 DAO CORRECTING ENTRY 0642-1-2,200,000.00 081903 N 642X 0 DAO CORRECTING ENTRY 0642-2 2,386,691.00 081903 N 642X 0 DAO CORRECTING ENTRY 0662 15,798.10 E.W. @ U.P (+) 091803 N 662X 0 0663 206,822.00 A.C. @ U.P.(+) 091803 N 663X 0 0664 127,563.00 091803 N 664X 0 058 0153 15,085.11 E.W. @ F.A.(+) 102102 N 0802.4 0306 11,887.32 111602 N 1006.0 0307 2,554.62 111602 N 1007.0 0586 5,519.32 123002 N 1263.0 0587 2,808.35 123102 N 1264.0 0589 4,779.46 010203 N 1266.0 0591 5,334.96 010303 N 1268.0 0593 3,817.84 010603 N 1284.0 0595 2,113.12 010703 N 1288.0 089 0001 692.02 E.W. @ F.A.(+) 070203 N 3597.0 0002 1,097.45 070303 N 3598.0 0003 685.90 070703 N 3599.0 0004 260.11 070803 N 3600.0 0008 3,093.23 081403 N 3718.0 385,973.38 TOTAL THIS ESTIMATE 49,818,562.12 TOTAL PREVIOUS ESTIMATE 50,204,535.50 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 09/19/03 EST. NO.24 TIME 12:51 PM R.E. NAME: IGOR TSIGELMAN 04-006034 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE E-PEG NON-COMPLIANCE -729,964.29 06 E-PEG NON-COMPLIANCE -729,964.30 06 E PEG NON-COMPLIANCE 729,964.29 07 E PEG NON-COMPLIANCE 729,964.30 07 PILE CONCRETE ANOMAL -394.00 11 PILE CONCRETE ANOMAL -4,000.00 11 THERMAL CONTROL -7,650.00 11 OUT-OF-STATE INSPECT -35,000.00 23 OUT OF STATE INSPECT 15,000.00 24 15,000.00 -32,044.00 TOTAL DEDUCTIONS 15,000.00 -32,044.00 PROGRAM CAS145 PAGE 1 DATE 09/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006034 TIME 12:51 PM ESTIMATE NO. 24 BID OPENING 09/26/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/03 R.E. NAME: IGOR TSIGELMAN DATE OF THIS ESTIMATE 09/19/03 LOCATION PROGRESS ESTIMATE 04-CC-680-24.9/25.5 ----------------- 04-SOL-680-L0.1/0.7 KEIWIT PACIFIC CO IN SOLANO AND CONTRA COSTA COUNTIES 80 MOCOCO RD IN BENICIA AND MARTINEZ AT MARTINEZ , CA 94553 BENICIA-MARTINEZ BRIDGE FED. AID NO. ACIM-680 -1(54)56N CONSTRUCT NEW BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 ELECTRONIC MOBILE DAILY DIARY LS 28,000.0000 28,000.00 0.300 8,400.00 0.950 26,600.00 COMPUTER SYSTEM DATA DELIVERY 02 MODIFY MONITORING WELLS EA 5,000.0000 5,000.00 0.000 0.00 03 ABANDON MONITORING WELLS EA 1,000.0000 2,000.00 0.000 0.00 04 REMOVE ABANDONED 51 MM GAS LINE M 10.0000 2,100.00 0.000 0.00 05 REMOVE 254 MM WATER LINE (ASBESTOS) M 50.0000 11,500.00 265.000 13,250.00 06 ROADWAY EXCAVATION (HAZARDOUS) M3 250.0000 322,500.00 702.000 175,500.00 S) 07 ROADWAY EXCAVATION (CONTAMINATED) M3 95.0000 400,900.00 3,376.000 320,720.00 S) 08 TIME RELATED OVERHEAD LS 9363,453.0000 29,363,453.00 0.030 880,903.59 0.679 19,937,784.59 09 PROGRESS SCHEDULE (CRITICAL PATH) LS 50,000.0000 50,000.00 0.023 1,150.00 0.710 35,500.00 10 TRANSPORTATION FOR ENGINEER LS 300,000.0000 300,000.00 0.036 10,800.00 0.618 185,400.00 11 TEMPORARY FENCE (TYPE CL-1.8) M 15.0000 9,900.00 0.000 0.00 12 TEMPORARY HINGE TIEDOWN EA 4,000.0000 24,000.00 0.000 0.00 13 PREPARE STORM WATER POLLUTION LS 30,000.0000 30,000.00 0.008 240.00 0.920 27,600.00 PREVENTION PLAN 14 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 0.020 1,000.00 0.707 35,350.00 15 NON-STORM WATER DISCHARGE LS 80,000.0000 80,000.00 0.038 3,040.00 0.598 47,840.00 16 TEMPORARY SILT FENCE M 25.0000 12,000.00 0.000 0.00 17 TEMPORARY COVER M2 7.0000 42,000.00 2,041.000 14,287.00 18 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 7,500.00 3.000 1,500.00 19 TEMPORARY CONCRETE WASHOUT FACILITY LS 100,000.0000 100,000.00 0.030 3,000.00 0.679 67,900.00 20 TEMPORARY FENCE (TYPE ESA) M 35.0000 4,550.00 0.000 0.00 21 TEMPORARY ENTRANCE/EXIT EA 5,000.0000 30,000.00 2.000 10,000.00 22 FIBER ROLL CHECK DAM EA 1,700.0000 13,600.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 09/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006034 TIME 12:51 PM ESTIMATE NO. 24 BID OPENING 09/26/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/03 R.E. NAME: IGOR TSIGELMAN DATE OF THIS ESTIMATE 09/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 CONSTRUCTION AREA SIGNS LS 150,000.0000 150,000.00 1.000 150,000.00 24 TEMPORARY RAILING (TYPE K) M 175.0000 4,375.00 18.300 3,202.50 25 TEMPORARY RETAINING WALL LS 117,500.0000 117,500.00 0.700 82,250.00 26 REMOVE CHAIN LINK FENCE M 5.0000 1,450.00 0.000 0.00 27 REMOVE CHAIN LINK FENCE (TYPE CL-1.8 M 5.0000 1,250.00 1,152.000 5,760.00 WITH EXTENSION ARM AND 3-BARBED WIRES) 28 REMOVE TRAFFIC STRIPE M 1.5000 1,680.00 1,638.700 2,458.05 29 REMOVE PAVEMENT MARKING M2 20.0000 1,200.00 97.800 1,956.00 30 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 100.00 1.000 100.00 31 REMOVE ROADSIDE SIGN (METAL POST) EA 1,000.0000 1,000.00 2.000 2,000.00 32 RELOCATE SIGN PANEL EA 5,000.0000 5,000.00 0.000 0.00 33 MODIFY INLET EA 1,100.0000 1,100.00 0.000 0.00 34 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000.00 35 ROADWAY EXCAVATION M3 16.0000 211,200.00 12,056.000 192,896.00 36 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 37 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 17,000.00 170.000 17,000.00 F) (HAZARDOUS) 38 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 9,500.00 95.000 9,500.00 F) (CONTAMINATED) 39 STRUCTURE EXCAVATION (TYPE A) M3 150.0000 1,324,500.00 8,830.000 1,324,500.00 F) 40 STRUCTURE EXCAVATION (TYPE A) M3 150.0000 375,000.00 2,500.000 375,000.00 F) (SLAG AND CINDER) 41 STRUCTURE EXCAVATION (TYPE D) M3 600.0000 618,000.00 1,030.000 618,000.00 F) 42 STRUCTURE EXCAVATION (TYPE D) M3 1,000.0000 86,000.00 86.000 86,000.00 F) (CONTAMINATED) 43 STRUCTURE BACKFILL (BRIDGE) M3 25.0000 35,750.00 340.800 8,520.00 F) 44 STRUCTURE BACKFILL (BRIDGE) M3 70.0000 154,000.00 0.000 0.00 F) (LOW PERMEABLE) (0.7 MPA) 45 STRUCTURE BACKFILL (BRIDGE) M3 70.0000 25,970.00 0.000 0.00 F) (LOW PERMEABLE) (6.9 MPA) 46 SAND BACKFILL M3 35.0000 96,950.00 0.000 0.00 F) 47 DITCH EXCAVATION M3 125.0000 11,250.00 0.000 0.00 48 IMPORTED BORROW M3 35.0000 12,950.00 370.000 12,950.00 (50-MM LIGHTWEIGHT AGGREGATE) 49 IMPORTED BORROW M3 60.0000 2,700.00 329.000 19,740.00 (25-MM LIGHTWEIGHT AGGREGATE) PROGRAM CAS145 PAGE 3 DATE 09/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006034 TIME 12:51 PM ESTIMATE NO. 24 BID OPENING 09/26/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/03 R.E. NAME: IGOR TSIGELMAN DATE OF THIS ESTIMATE 09/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 EROSION CONTROL (BLANKET) M2 5.0000 2,200.00 0.000 0.00 51 FIBER ROLLS M 10.0000 9,700.00 0.000 0.00 52 STRAW (EROSION CONTROL) TONN 500.0000 2,800.00 0.000 0.00 53 FIBER (EROSION CONTROL) KG 5.0000 4,400.00 0.000 0.00 54 COMPOST (EROSION CONTROL) KG 5.0000 13,250.00 0.000 0.00 55 PURE LIVE SEED (EROSION CONTROL) KG 80.0000 7,200.00 0.000 0.00 56 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 5.0000 1,450.00 0.000 0.00 57 STABILIZING EMULSION (EROSION CONTROL) KG 5.0000 1,000.00 0.000 0.00 58 CLASS 4 AGGREGATE SUBBASE M3 20.0000 2,800.00 0.000 0.00 59 CLASS 3 AGGREGATE BASE M3 30.0000 18,600.00 0.000 0.00 60 ASPHALT TREATED PERMEABLE BASE M3 100.0000 3,000.00 0.000 0.00 61 ASPHALT CONCRETE (TYPE A) TONN 60.0000 67,200.00 1,370.860 82,251.60 62 ASPHALT CONCRETE (OPEN GRADED) TONN 100.0000 2,500.00 0.000 0.00 63 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 64 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 50.0000 3,000.00 21.200 1,060.00 AREA) 65 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,100.0000 419,100.00 381.000 419,100.00 S) PILING 66 2.2 M CAST-IN-DRILLED-HOLE CONCRETE M 4,000.0000 8,880,000.00 136.000 544,000.00 S) PILING (ROCK SOCKET) 67 2.5 M CAST-IN-DRILLED-HOLE CONCRETE M 2,000.0000 8,130,000.00 348.000 696,000.00 S) PILING 68 2.5 M PERMANENT STEEL CASING M 6,100.0000 27,206,000.00 70.000 427,000.00 4,422.000 26,974,200.00 S) 69 2.6 M CAST-IN-DRILLED-HOLE CONCRETE M 4,200.0000 1,222,200.00 311.000 1,306,200.00 S) PILING 70 INSTALL SEISMIC MONITORING CASING LS 180,000.0000 180,000.00 0.000 0.00 S) 71 PRESTRESSING HIGH STRENGTH ROD LS 1600,000.0000 1,600,000.00 0.050 80,000.00 S) 72 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 73 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 74 SEAL COURSE CONCRETE M3 150.0000 240,900.00 195.000 29,250.00 75 TEST BLOCKS LS 70,000.0000 70,000.00 0.000 0.00 76 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 7,880,000.00 1,572.700 629,080.00 3,733.940 1,493,576.00 F) PROGRAM CAS145 PAGE 4 DATE 09/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006034 TIME 12:51 PM ESTIMATE NO. 24 BID OPENING 09/26/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/03 R.E. NAME: IGOR TSIGELMAN DATE OF THIS ESTIMATE 09/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURAL CONCRETE, BRIDGE M3 600.0000 16,200,000.00 645.320 387,192.00 5,822.470 3,493,482.00 F) 78 PRECAST PIER FOOTING FORM M3 2,700.0000 20,898,000.00 108.020 291,654.00 1,594.350 4,304,745.00 SF) 79 STRUCTURAL CONCRETE, LIGHTWEIGHT M3 1,000.0000 41,600,000.00 814.000 814,000.00 F) 80 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 40,800.00 0.000 0.00 F) (TYPE N) 81 STRUCTURAL CONCRETE, FENDER M3 750.0000 547,500.00 0.000 0.00 F) 82 MINOR CONCRETE (MINOR STRUCTURE) M3 1,300.0000 16,900.00 8.900 11,570.00 83 MINOR CONCRETE (PIPE ENCASEMENT) M3 300.0000 3,000.00 0.000 0.00 84 FRACTURED RIB TEXTURE M2 25.0000 41,500.00 88.800 2,220.00 F) 85 GRIND BRIDGE DECK LS 355,000.0000 355,000.00 0.000 0.00 S) 86 PTFE SPHERICAL BEARING (395 MM DIA) EA 10,000.0000 20,000.00 0.000 0.00 S) 87 PTFE SPHERICAL BEARING (530 MM DIA) EA 17,000.0000 34,000.00 0.000 0.00 S) 88 PTFE SPHERICAL BEARING (600 MM DIA) EA 19,000.0000 38,000.00 0.000 0.00 S) 89 PTFE SPHERICAL BEARING (815 MM DIA) EA 34,000.0000 68,000.00 2.000 68,000.00 S) 90 HINGE C AND D BEARING (TYPE I) EA 40,000.0000 640,000.00 0.000 0.00 S) 91 HINGE C AND D BEARING (TYPE II) EA 40,000.0000 160,000.00 0.000 0.00 S) 92 ELASTOMERIC BUMPERS LS 63,000.0000 63,000.00 0.000 0.00 S) 93 JOINT SEAL (MR 20 MM) M 170.0000 4,250.00 0.000 0.00 S) 94 JOINT SEAL ASSEMBLY (MR 321 MM - 400 MM) M 5,500.0000 137,500.00 0.000 0.00 S) 95 JOINT SEAL ASSEMBLY (MR 900 MM) M 10,000.0000 250,000.00 0.000 0.00 S) 96 JOINT SEAL ASSEMBLY (MR 1000 MM) M 13,000.0000 1,027,000.00 0.000 0.00 S) 97 BAR REINFORCING STEEL (BRIDGE) KG 1.4000 30,702,000.00 2,347,470.700 3,286,458.98 SF) 98 BAR REINFORCING STEEL (EPOXY COATED) KG 1.7500 8,050,000.00 191,938.000 335,891.50 1,086,713.680 1,901,748.94 SF)(BRIDGE) 99 WELDED HEADED BAR REINFORCEMENT EA 13.0000 1,163,500.00 288.000 3,744.00 5,720.000 74,360.00 SF) 00 WELDED HEADED BAR REINFORCEMENT EA 116.0000 4,373,200.00 8,832.000 1,024,512.00 SF)(EPOXY COATED) 01 FURNISH STRUCTURAL STEEL (BRIDGE) KG 3.3000 955,020.00 0.000 0.00 SF) 02 ERECT STRUCTURAL STEEL (BRIDGE) KG 1.1000 318,340.00 0.000 0.00 SF) 03 FURNISH SIGN STRUCTURE (TRUSS) KG 2.2000 45,496.00 0.000 0.00 F) PROGRAM CAS145 PAGE 5 DATE 09/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006034 TIME 12:51 PM ESTIMATE NO. 24 BID OPENING 09/26/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/03 R.E. NAME: IGOR TSIGELMAN DATE OF THIS ESTIMATE 09/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 INSTALL SIGN STRUCTURE (TRUSS) KG 1.1000 22,748.00 0.000 0.00 SF) 05 METAL (RAIL MOUNTED SIGN) KG 4.0000 2,800.00 0.000 0.00 06 ROADSIDE SIGN - ONE POST EA 200.0000 2,200.00 12.000 2,400.00 07 REINFORCED RECYCLED PLASTIC LUMBER M3 2,300.0000 1,817,000.00 0.000 0.00 SF) 08 CLEAN AND PAINT STRUCTURAL STEEL LS 100,000.0000 100,000.00 0.200 20,000.00 S) 09 300 MM ALTERNATIVE PIPE CULVERT (TYPE C) M 215.0000 6,450.00 19.000 4,085.00 10 450 MM ALTERNATIVE PIPE CULVERT M 175.0000 7,875.00 0.000 0.00 11 900 MM REINFORCED CONCRETE PIPE M 200.0000 16,000.00 78.000 15,600.00 12 3660 MM CORRUGATED STEEL PIPE M 570.0000 48,450.00 85.000 48,450.00 SF) 13 100 MM PLASTIC PIPE (EDGE DRAIN) M 70.0000 1,050.00 0.000 0.00 14 300 MM ALTERNATIVE FLARED END SECTION EA 280.0000 840.00 0.000 0.00 15 450 MM ALTERNATIVE FLARED END SECTION EA 310.0000 620.00 0.000 0.00 16 ROCK SLOPE PROTECTION M3 250.0000 10,000.00 55.000 13,750.00 (FACING, METHOD B) 17 SUB-GRADE ENHANCEMENT FABRIC M2 12.5000 4,750.00 305.000 3,812.50 18 ROCK SLOPE PROTECTION FABRIC M2 20.0000 1,700.00 110.000 2,200.00 19 MINOR CONCRETE (CURB) M3 300.0000 600.00 2.000 600.00 20 MINOR CONCRETE (MISCELLANEOUS M3 250.0000 30,000.00 0.000 0.00 CONSTRUCTION) 21 MISCELLANEOUS IRON AND STEEL KG 7.2500 783.00 0.000 0.00 F) 22 MISCELLANEOUS METAL (BRIDGE) KG 18.0000 529,740.00 5.000 90.00 1,687.000 30,366.00 SF) 23 BRIDGE DECK DRAINAGE SYSTEM KG 10.5000 142,800.00 882.500 9,266.25 SF) 24 MISCELLANEOUS METAL LS 835,000.0000 835,000.00 0.000 0.00 S) (MAINTENANCE ACCESS) 25 MISCELLANEOUS METAL LS 1806,000.0000 1,806,000.00 0.000 0.00 S) (MOVABLE INSPECTION PLATFORMS) 26 CHAIN LINK FENCE (TYPE CL-1.2, M 40.0000 1,400.00 30.000 1,200.00 VINYL-CLAD) 27 CHAIN LINK FENCE (TYPE CL-1.8) M 15.0000 13,500.00 0.000 0.00 28 CHAIN LINK FENCE (TYPE CL-1.8, WITH M 40.0000 10,000.00 783.200 31,328.00 EXTENSION ARM AND 3-BARBED WIRES) 29 FIBERGLASS GRATING M2 20.0000 5,200.00 0.000 0.00 F) 30 FIBERGLASS REINFORCED PLASTIC DOOR FRAME EA 200.0000 2,200.00 0.000 0.00 F) PROGRAM CAS145 PAGE 6 DATE 09/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006034 TIME 12:51 PM ESTIMATE NO. 24 BID OPENING 09/26/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/03 R.E. NAME: IGOR TSIGELMAN DATE OF THIS ESTIMATE 09/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 0.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 200.0000 200.00 1.000 200.00 32 2.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 700.0000 700.00 0.000 0.00 33 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 1,000.00 3.000 3,000.00 34 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,000.0000 4,000.00 1.000 2,000.00 35 7.3 M CHAIN LINK GATE (TYPE CL-1.8) EA 3,000.0000 3,000.00 1.000 3,000.00 36 CONSTRUCTION SURVEYING LS 2350,000.0000 2,350,000.00 0.004 9,400.00 0.299 702,650.00 S) 37 SURVEY MONUMENT EA 350.0000 10,150.00 0.000 0.00 F) 38 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 30.0000 4,980.00 0.000 0.00 SF) 39 TUBULAR HANDRAILING (MODIFIED) M 50.0000 9,100.00 0.000 0.00 SF) 40 CONCRETE BARRIER (TYPE 25 MODIFIED) M 165.0000 758,010.00 0.000 0.00 F) 41 CRASH CUSHION (REACT 350.9) EA 3,000.0000 3,000.00 0.000 0.00 42 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 7,500.00 146.700 7,335.00 S) 43 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 17,250.00 1,081.600 3,244.80 S) 44 150 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 440.00 105.000 420.00 S) 45 200 MM THERMOPLASTIC TRAFFIC STRIPE M 5.0000 2,100.00 133.600 668.00 S) 46 200 MM THERMOPLASTIC TRAFFIC STRIPE M 5.0000 4,250.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 47 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 510.00 248.700 746.10 S) (BROKEN 3.66 M - 0.92 M) 48 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 4,500.00 0.000 0.00 S) 49 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 3,950.00 11.000 55.00 S) 50 SIGNAL AND LIGHTING (CITY) LS 127,000.0000 127,000.00 1.000 127,000.00 S) 51 TRAFFIC OPERATIONS SYSTEM LS 991,000.0000 991,000.00 0.006 5,946.00 S) 52 ELECTRICAL FACILITIES 1 LS 436,000.0000 436,000.00 0.230 100,280.00 S) 53 ELECTRICAL FACILITIES 2 LS 823,000.0000 823,000.00 0.298 245,254.00 S) 54 ELECTRICAL FACILITIES 3 LS 633,000.0000 633,000.00 0.000 0.00 S) 55 ELECTRICAL FACILITIES 4 LS 768,000.0000 768,000.00 0.000 0.00 S) 56 ELECTRICAL FACILITIES 5 LS 685,000.0000 685,000.00 0.010 6,850.00 0.010 6,850.00 S) 57 ELECTRICAL FACILITIES 6 LS 292,000.0000 292,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 09/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006034 TIME 12:51 PM ESTIMATE NO. 24 BID OPENING 09/26/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/03 R.E. NAME: IGOR TSIGELMAN DATE OF THIS ESTIMATE 09/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 ELECTRICAL FACILITIES 7 LS 668,000.0000 668,000.00 0.000 0.00 S) 59 ELECTRICAL FACILITIES 8 LS 503,000.0000 503,000.00 0.000 0.00 S) 60 ELECTRICAL FACILITIES 9 LS 589,000.0000 589,000.00 0.000 0.00 S) 61 PIER 3 SUBSTATION CONDUIT LAYOUT LS 132,000.0000 132,000.00 0.000 0.00 S) 62 CONDUIT LAYOUT IN PIERS 6 THROUGH 8 LS 82,000.0000 82,000.00 0.000 0.00 S) 63 CONDUIT LAYOUT 1N PIERS 9 THROUGH 15 LS 190,000.0000 190,000.00 0.000 0.00 S) 64 PIER 3 SUBSTATION GROUNDING LAYOUT LS 60,000.0000 60,000.00 0.000 0.00 S) 65 MARINE NAVIGATIONAL AIDS SYSTEM LS 351,000.0000 351,000.00 0.008 2,808.00 0.008 2,808.00 S) 66 SEISMIC MONITORING SYSTEM LS 516,000.0000 516,000.00 0.013 6,708.00 67 HEALTH MONITORING SYSTEM LS 191,000.0000 191,000.00 0.000 0.00 68 HEALTH MONITORING SYSTEM LS 1823,000.0000 1,823,000.00 0.036 65,628.00 (SHIPPING CHANNEL SPAN) 69 RELOCATE PARK FACILITIES LS 4,600.0000 4,600.00 1.000 4,600.00 70 RELOCATE BUILDING LS 7,000.0000 7,000.00 1.000 7,000.00 71 BUILDING WORK LS 300,000.0000 300,000.00 0.000 0.00 72 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 73 LOAD TEST PILE LS 1660,000.0000 1,660,000.00 1.000 1,660,000.00 S) 74 PRESTRESSING CAST-IN-PLACE CONCRETE LS 8000,000.0000 18,000,000.00 0.008 144,000.00 0.024 432,000.00 S) 75 OVER REAM AND FILL M 1,500.0000 1,022,100.00 37.000 55,500.00 S) (2.8 M MINIMUM DIAMETER) 76 OVER REAM AND FILL M 1,600.0000 158,720.00 0.000 0.00 S) (3.2 M MINIMUM DIA) 77 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 78 ACCESS CHANNEL DREDGING M3 40.0000 1,240,000.00 31,491.730 1,259,669.20 79 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 5,000.0000 15,000.00 0.000 0.00 80 STRUCTURE EXCAVATION (BRIDGE) M3 85.0000 32,300.00 380.000 32,300.00 F) PROGRAM CAS145 PAGE 8 DATE 09/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006034 TIME 12:51 PM ESTIMATE NO. 24 BID OPENING 09/26/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/03 R.E. NAME: IGOR TSIGELMAN DATE OF THIS ESTIMATE 09/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,146,243.09 75,435,718.51 ADJUSTMENT OF COMPENSATION 300,384.27 36,015,489.35 EXTRA WORK 85,589.11 14,189,046.15 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,532,216.47 125,640,254.01 81 MOBILIZATION LS 7764,200.0000 27,764,200.00 0.950 26,375,990.00 ORIGINAL CONTRACT AMOUNT 286,642,000.00 TOTAL WORK COMPLETED 3,532,216.47 152,016,244.01 MATERIALS ON HAND ON SITE 10,206,827.02 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 15,000.00 -32,044.00 TOTAL 3,547,216.47 162,191,027.03 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 10/31/01 1020 10/27/01 10/27/01 08/18/04 693 0 0 0 52% 68% PROGRESS IS SATISFACTORY PENDING CCO DAYS IGOR TSIGELMAN RESIDENT ENGINEER PROGRAM CAS145 DATE 09/19/03