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 05/25/04 EST. NO.06 TIME 12:08 PM R.E. NAME: GURFINKEL, VLADIMIR 07-002304 --------------------------------------------------------------------------- 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 0018 1,205.60 E.W. @ F.A.(+) 021004 N W01-18 0019 62.30 040604 N W01-19 0020 62.30 040404 N W01-20 0021 62.30 040504 N W01-21 0022 61.17 040704 N W01-22 0023 61.17 040804 N W01-23 0025 62.30 041304 N W01-25 0026 62.30 041204 N W01-26 0027 62.30 041404 N W01-27 0028 62.30 041504 N W01-28 0029 62.30 041804 N W01-29 0030 62.30 041904 N W01-30 0031 62.30 042004 N W01-31 0032 62.30 042104 N W01-32 0033 62.30 042204 N W01-33 0034 62.30 042604 N W01-34 0035 62.30 042704 N W01-35 004 0002 156.26 E.W. @ F.A.(+) 030404 N W04-02 0004 567.30 042604 N W04-04 006 0001 683.09 E.W. @ F.A.(+) 031104 N W06-01 0002 2,418.64 031204 N W06-02 0003 1,210.33 031504 N W06-03 0004 17.71 031504 N W06-04 0005 1,742.96 031604 N W06-05 0006 2,526.82 031704 N W06-06 0007 353.20 031704 N W06-07 0008 612.21 031804 N W06-08 0009 384.03 032304 N W06-09 0011 696.59 031504 N W06-11 13,569.28 TOTAL THIS ESTIMATE 3,735.32 TOTAL PREVIOUS ESTIMATE 17,304.60 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 05/25/04 EST. NO.06 TIME 12:08 PM R.E. NAME: GURFINKEL, VLADIMIR 07-002304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEC PAYROLLS -10,000.00 02 DEC PAYROLLS 10,000.00 03 FEB PAYROLLS -10,000.00 04 FEB PAYROLLS 10,000.00 05 MARCH PAYROLLS -10,000.00 05 APRIL PAYROLLS -10,000.00 06 MARCH PAYROLLS 10,000.00 06 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002304 TIME 12:08 PM ESTIMATE NO. 06 BID OPENING 08/28/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 05/25/04 LOCATION PROGRESS ESTIMATE 07-LA-101-14.9/15.9 ----------------- PKB CONSTRUCTION INC IN LOS ANGELES COUNTY IN LOS P O BOX 661717 ANGELES AT VARIOUS LOCATIONS ARCADIA CA 91066 FED. AID NO. ACNH-Q101(41)E SOUNDWALLS ------------------------------------------------------------------------------------------------------------------------------------ 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 9,000.0000 9,000.00 0.080 720.00 0.420 3,780.00 02 TIME-RELATED OVERHEAD WDAY 1,500.0000 412,500.00 22.000 33,000.00 115.000 172,500.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 40.0000 6,400.00 140.900 5,636.00 04 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 37,000.0000 37,000.00 0.080 2,960.00 0.430 15,910.00 06 CONSTRUCTION AREA SIGNS LS 14,000.0000 14,000.00 0.030 420.00 0.650 9,100.00 S) 07 TRAFFIC CONTROL SYSTEM LS 260,000.0000 260,000.00 0.080 20,800.00 0.387 100,620.00 S) 08 TYPE III BARRICADE EA 100.0000 1,200.00 8.000 800.00 12.000 1,200.00 S) 09 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 18,300.00 0.000 0.00 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 38.0000 1,900.00 40.000 1,520.00 S) 11 TEMPORARY PAVEMENT MARKER EA 5.0000 12,050.00 0.000 0.00 S) 12 TEMPORARY RAILING (TYPE K) M 28.0000 88,760.00 1,633.200 45,729.60 S) 13 TEMPORARY CRASH CUSHION MODULE EA 190.0000 12,160.00 61.000 11,590.00 S) 14 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 10,000.0000 20,000.00 2.000 20,000.00 S) 15 ABANDON CULVERT EA 3,500.0000 7,000.00 0.000 0.00 16 REMOVE METAL BEAM GUARD RAILING M 22.0000 10,560.00 469.200 10,322.40 S) 17 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.0000 4,890.00 0.000 0.00 S) STRIPE 18 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.1000 4,662.00 0.000 0.00 S) 19 REMOVE PAVEMENT MARKER EA 1.1000 2,695.00 0.000 0.00 S) 20 REMOVE ROADSIDE SIGN EA 200.0000 800.00 4.000 800.00 21 REMOVE SIGN STRUCTURE EA 4,000.0000 8,000.00 2.000 8,000.00 22 REMOVE PIPE M 140.0000 5,460.00 1.500 210.00 PROGRAM CAS145 PAGE 2 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002304 TIME 12:08 PM ESTIMATE NO. 06 BID OPENING 08/28/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE INLET EA 900.0000 9,000.00 0.000 0.00 24 RESET ROADSIDE SIGN EA 350.0000 350.00 0.000 0.00 25 REMOVE CONCRETE CURB M 16.0000 2,720.00 73.000 1,168.00 26 ACCESS OPENING, DECK EA 1,400.0000 4,200.00 3.000 4,200.00 27 ACCESS OPENING, SOFFIT EA 1,300.0000 5,200.00 3.400 4,420.00 28 BRIDGE REMOVAL (PORTION), LOCATION A LS 30,000.0000 30,000.00 1.000 30,000.00 29 BRIDGE REMOVAL (PORTION), LOCATION B LS 90,000.0000 90,000.00 1.000 90,000.00 30 CLEARING AND GRUBBING LS 27,000.0000 27,000.00 1.000 27,000.00 31 ROADWAY EXCAVATION M3 40.0000 38,400.00 0.000 0.00 32 ROADWAY EXCAVATION (TYPE Z-2) M3 160.0000 344,000.00 59.280 9,484.80 1,657.350 265,176.00 (AERIALLY DEPOSITED LEAD) 33 LEAD COMPLIANCE PLAN LS 8,000.0000 8,000.00 1.000 8,000.00 34 STRUCTURE EXCAVATION (BRIDGE) M3 680.0000 83,640.00 37.000 25,160.00 F) 35 STRUCTURE EXCAVATION (RETAINING WALL) M3 520.0000 59,800.00 55.000 28,600.00 115.000 59,800.00 F) 36 STRUCTURE EXCAVATION (TYPE Z-2) M3 250.0000 100,250.00 155.000 38,750.00 319.000 79,750.00 F) (AERIALLY DEPOSITED LEAD) 37 STRUCTURE BACKFILL (BRIDGE) M3 160.0000 26,400.00 0.000 0.00 F) 38 STRUCTURE BACKFILL (RETAINING WALL) M3 65.0000 25,220.00 154.000 10,010.00 F) 39 IMPORTED BORROW M3 32.0000 53,760.00 420.000 13,440.00 40 HIGHWAY PLANTING LS 30,000.0000 30,000.00 0.000 0.00 S) 41 PLANT ESTABLISHMENT WORK LS 20,000.0000 20,000.00 0.000 0.00 S) 42 IRRIGATION SYSTEM LS 80,000.0000 80,000.00 0.000 0.00 S) 43 NPS 2.5 SUPPLY LINE (BRIDGE) M 250.0000 12,750.00 0.000 0.00 44 EXTEND 200 MM CONDUIT LS 3,000.0000 3,000.00 0.000 0.00 S) 45 AGGREGATE BASE (APPROACH SLAB) M3 180.0000 3,600.00 0.000 0.00 46 ASPHALT CONCRETE (TYPE B) TONN 55.0000 194,150.00 0.000 0.00 47 PLACE ASPHALT CONCRETE DIKE M 40.0000 3,200.00 0.000 0.00 48 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 135.0000 5,130.00 19.000 2,565.00 19.000 2,565.00 S) PILING (GUARD RAILING) 49 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 115.0000 96,945.00 363.850 41,842.75 S) PILING PROGRAM CAS145 PAGE 3 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002304 TIME 12:08 PM ESTIMATE NO. 06 BID OPENING 08/28/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 180.0000 47,520.00 20.200 3,636.00 S) PILING 51 FURNISH PILING (CLASS 625C) M 31.0000 2,480.00 65.300 2,024.30 52 DRIVE PILE (CLASS 625C) EA 8,500.0000 34,000.00 4.000 34,000.00 S) 53 400 MM PERMANENT STEEL CASING M 165.0000 19,470.00 0.000 0.00 S) 54 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 95.0000 356,250.00 1,322.200 125,609.00 3,055.400 290,263.00 S) PILING (BARRIER) 55 PRESTRESSING CAST-IN-PLACE CONCRETE LS 14,000.0000 14,000.00 0.000 0.00 S) 56 THREADED PRESTRESS BAR ASSEMBLIES LS 7,000.0000 7,000.00 0.000 0.00 S) 57 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 530.0000 21,200.00 7.000 3,710.00 F) 58 STRUCTURAL CONCRETE, BRIDGE M3 2,000.0000 358,000.00 11.000 22,000.00 F) 59 STRUCTURAL CONCRETE, RETAINING WALL M3 450.0000 83,700.00 87.000 39,150.00 F) 60 STRUCTURAL CONCRETE, APPROACH SLAB M3 750.0000 35,250.00 0.000 0.00 (TYPE R) 61 MINOR CONCRETE (MINOR STRUCTURE) M3 2,200.0000 35,200.00 15.540 34,188.00 F) 62 PAVING NOTCH EXTENSION M3 5,000.0000 6,000.00 0.000 0.00 63 DRILL AND BOND DOWEL M 65.0000 25,805.00 46.400 3,016.00 330.300 21,469.50 64 DRILL AND PRESSURE GROUT DOWEL M 155.0000 24,955.00 92.100 14,275.50 65 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 32.0000 832.00 48.000 1,536.00 66 CLOSE ACCESS, DECK EA 2,800.0000 8,400.00 0.000 0.00 67 FURNISH PRECAST CONCRETE GIRDER EA 15,000.0000 30,000.00 0.000 0.00 S) (10 M - 15 M) 68 FURNISH PRECAST PRESTRESSED CONCRETE EA 50,000.0000 50,000.00 0.000 0.00 S) GIRDER (30 M - 35 M) 69 ERECT PRECAST CONCRETE GIRDER EA 3,000.0000 6,000.00 0.000 0.00 S) 70 ERECT PRECAST PRESTRESSED CONCRETE EA 9,000.0000 9,000.00 0.000 0.00 S) GIRDER 71 REFINISH BRIDGE DECK M2 310.0000 6,200.00 0.000 0.00 72 FURNISH POLYESTER CONCRETE OVERLAY M3 1,500.0000 13,500.00 0.000 0.00 73 PLACE POLYESTER CONCRETE OVERLAY M2 100.0000 14,500.00 0.000 0.00 74 CORE CONCRETE (0 - 50 MM) M 250.0000 500.00 2.600 650.00 S) 75 CORE CONCRETE (51 MM - 100 MM) M 300.0000 1,200.00 2.750 825.00 S) 76 CORE CONCRETE (101 MM - 150 MM) M 320.0000 2,240.00 5.500 1,760.00 S) PROGRAM CAS145 PAGE 4 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002304 TIME 12:08 PM ESTIMATE NO. 06 BID OPENING 08/28/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 160.0000 705,440.00 0.000 0.00 F) 78 JOINT SEAL (TYPE AL) M 50.0000 2,650.00 0.000 0.00 S) 79 JOINT SEAL (MR 30 MM) M 300.0000 1,500.00 0.000 0.00 S) 80 JOINT SEAL (MR 50 MM) M 320.0000 2,560.00 0.000 0.00 S) 81 BAR REINFORCING STEEL (BRIDGE) KG 1.3000 70,083.00 9,100.000 11,830.00 11,000.000 14,300.00 SF) 82 BAR REINFORCING STEEL (RETAINING WALL) KG 1.3200 22,176.00 6,200.000 8,184.00 SF) 83 SHOTCRETE M3 141.0000 53,580.00 70.000 9,870.00 F) 84 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 39,210.00 0.000 0.00 F) 85 INSTALL SIGN STRUCTURE (TRUSS) KG 0.2000 1,568.40 0.000 0.00 SF) 86 920 MM CAST-IN-DRILLED-HOLE M 800.0000 7,200.00 4.500 3,600.00 4.500 3,600.00 S) CONCRETE PILE (SIGN FOUNDATION) 87 ROADSIDE SIGN (SOUND WALL MOUNTED) EA 2,200.0000 2,200.00 0.000 0.00 88 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 120.0000 120.00 0.000 0.00 METHOD) 89 INSTALL SIGN PANEL (ON SOUND WALL) EA 200.0000 400.00 0.000 0.00 90 450 MM REINFORCED CONCRETE PIPE M 1,050.0000 1,050.00 1.000 1,050.00 91 600 MM REINFORCED CONCRETE PIPE M 200.0000 7,800.00 35.700 7,140.00 92 SLOPE PAVING (CONCRETE) M3 380.0000 21,280.00 0.000 0.00 F) 93 MISCELLANEOUS IRON AND STEEL KG 2.5000 5,280.00 0.000 0.00 SF) 94 MISCELLANEOUS METAL (BRIDGE) KG 20.0000 11,220.00 0.000 0.00 SF) 95 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 4,000.00 4.000 4,000.00 S) 96 METAL BEAM GUARD RAILING (WOOD POST) M 170.0000 1,360.00 0.000 0.00 S) 97 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 3,000.00 0.000 0.00 S) 98 CONCRETE BARRIER (TYPE 736 SV) M 310.0000 368,900.00 0.000 0.00 99 CONCRETE BARRIER (TYPE 736 MODIFIED) M 233.0000 46,833.00 0.000 0.00 F) 00 CONCRETE BARRIER (TYPE 736 A) M 230.0000 28,290.00 0.000 0.00 F) (MODIFIED) 01 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 3,440.00 0.000 0.00 S) 02 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.5000 560.00 0.000 0.00 S) 03 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 3,948.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) PROGRAM CAS145 PAGE 5 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002304 TIME 12:08 PM ESTIMATE NO. 06 BID OPENING 08/28/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 18.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 05 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 3,680.00 0.000 0.00 S) 06 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 2,480.00 0.000 0.00 S) 07 LIGHTING (TEMPORARY) LS 35,000.0000 35,000.00 0.250 8,750.00 0.870 30,450.00 S) 08 COMMUNICATION CONDUIT (BRIDGE) M 200.0000 21,200.00 0.000 0.00 SF) 09 MODIFY TRAFFIC MONITORING STATION LS 18,000.0000 18,000.00 0.070 1,260.00 0.070 1,260.00 S) 10 MODIFY CCTV CAMERA VE157 LS 15,000.0000 15,000.00 0.100 1,500.00 S) 11 MODIFY LIGHTING AND SIGN ILLUMINATION LS 75,000.0000 75,000.00 0.070 5,250.00 0.450 33,750.00 S) PROGRAM CAS145 PAGE 6 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002304 TIME 12:08 PM ESTIMATE NO. 06 BID OPENING 08/28/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 297,414.80 1,659,041.05 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 13,569.28 17,304.60 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 310,984.08 1,676,345.65 12 MOBILIZATION LS 159,093.0000 159,093.00 0.950 151,138.35 ORIGINAL CONTRACT AMOUNT 5,257,373.40 TOTAL WORK COMPLETED 310,984.08 1,827,484.00 MATERIALS ON HAND ON SITE 45,256.28 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 310,984.08 1,862,740.28 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 10/09/03 525 11/25/03 10/23/03 01/09/06 122 26 0 0 34% 44% PROGRESS IS SATISFACTORY GURFINKEL, VLADIMIR RESIDENT ENGINEER PROGRAM CAS145 DATE 05/25/04