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 01/25/05 EST. NO.15 TIME 07:47 AM 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 0149 535.74 E.W. @ F.A.(+) 111204 N W1-149 0151 62.92 111504 N W1-151 0152 62.92 111604 N W1-152 0153 899.11 111604 N W1-153 0153-1 -899.11 111604 N W1-153 DAO CORRECTING ENTRY 0153-2 899.09 111604 N W1-153 DAO CORRECTING ENTRY 0154 62.92 111704 N W1-154 0168 63.38 111804 N W-1680 0169 63.38 120904 N W-1690 0170 63.38 121004 N W-1700 0172 69.03 121204 N W1-172 0173 63.38 121304 N W1-173 0174 63.38 121404 N W1-174 0175 63.38 121504 N W1-175 0176 63.38 121604 N W1-176 0177 63.38 121904 N W1-177 0178 63.38 122004 N W1-178 0179 63.38 122104 N W1-179 0180 63.38 122204 N W1-180 0182 220.74 122704 N W1-182 004 0016 6,374.27 E.W. @ F.A.(+) 042904 N W04-16 0019 3,987.94 050304 N W04-19 0027 11,098.98 051004 N W4-271 0037 1,996.67 051304 N W04-32 0038 1,547.18 051604 N W4-331 016 0001 13,111.00 E.W. @ L.S.(+) 012005 N 1 0 026 0005 2,855.51 E.W. @ F.A.(+) 102904 N W26-05 0017 4,533.43 110404 N W26-17 0024 525.12 111704 N W26-24 0026 1,005.53 111904 N W26-26 0028 1,014.57 112204 N W26-28 0029 2,590.73 112304 N W26-29 0030 657.69 112904 N W26-30 0033 920.16 113004 N W26-33 0036 11,348.97 110904 N W26-36 0042 980.18 120104 N W26-42 0043 5,973.57 120204 N W26-43 0044 700.14 120204 N W26-44 73,832.18 TOTAL THIS ESTIMATE 431,494.16 TOTAL PREVIOUS ESTIMATE 505,326.34 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 01/25/05 EST. NO.15 TIME 07:47 AM R.E. NAME: GURFINKEL, VLADIMIR 07-002304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE REOPEN CLOSURE -13,000.00 11 CPM NONCOMPLIANCE25% -18,816.25 14 CPM NON-COMPLIANCE 18,816.25 15 18,816.25 -13,000.00 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 APRIL PAYROLLS 10,000.00 10 ACL -10,000.00 11 ACL 10,000.00 13 NOV -7,526.55 14 DEC -10,000.00 15 -10,000.00 -17,526.55 TOTAL DEDUCTIONS 8,816.25 -30,526.55 PROGRAM CAS145 PAGE 1 DATE 01/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002304 TIME 07:47 AM ESTIMATE NO. 15 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 01/20/05 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 01/25/05 LOCATION RERUN 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 0.910 8,190.00 02 TIME-RELATED OVERHEAD WDAY 1,500.0000 412,500.00 10.000 15,000.00 262.000 393,000.00 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 0.040 1,480.00 0.960 35,520.00 06 CONSTRUCTION AREA SIGNS LS 14,000.0000 14,000.00 0.040 560.00 0.950 13,300.00 S) 07 TRAFFIC CONTROL SYSTEM LS 260,000.0000 260,000.00 0.040 10,400.00 0.920 239,200.00 S) 08 TYPE III BARRICADE EA 100.0000 1,200.00 12.000 1,200.00 S) 09 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 18,300.00 3,851.900 19,259.50 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 38.0000 1,900.00 46.000 1,748.00 S) 11 TEMPORARY PAVEMENT MARKER EA 5.0000 12,050.00 2,401.000 12,005.00 S) 12 TEMPORARY RAILING (TYPE K) M 28.0000 88,760.00 3,194.800 89,454.40 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 2.000 7,000.00 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 1,613.600 4,840.80 S) STRIPE 18 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.1000 4,662.00 1,879.600 3,947.16 S) 19 REMOVE PAVEMENT MARKER EA 1.1000 2,695.00 2,584.000 2,842.40 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 01/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002304 TIME 07:47 AM ESTIMATE NO. 15 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 01/20/05 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 01/25/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,720.00 170.000 2,720.00 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 38,400.00 663.000 26,520.00 32 ROADWAY EXCAVATION (TYPE Z-2) M3 160.0000 344,000.00 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 36.900 25,092.00 F) 35 STRUCTURE EXCAVATION (RETAINING WALL) M3 520.0000 59,800.00 115.000 59,800.00 F) 36 STRUCTURE EXCAVATION (TYPE Z-2) M3 250.0000 100,250.00 384.000 96,000.00 F) (AERIALLY DEPOSITED LEAD) 37 STRUCTURE BACKFILL (BRIDGE) M3 160.0000 26,400.00 45.000 7,200.00 F) 38 STRUCTURE BACKFILL (RETAINING WALL) M3 65.0000 25,220.00 295.000 19,175.00 F) 39 IMPORTED BORROW M3 32.0000 53,760.00 975.000 31,200.00 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 3.000 540.00 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 38.000 5,130.00 S) PILING (GUARD RAILING) 49 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 115.0000 96,945.00 777.600 89,424.00 S) PILING PROGRAM CAS145 PAGE 3 DATE 01/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002304 TIME 07:47 AM ESTIMATE NO. 15 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 01/20/05 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 01/25/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 47,520.00 156.400 28,152.00 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 3,743.700 355,651.50 S) PILING (BARRIER) 55 PRESTRESSING CAST-IN-PLACE CONCRETE LS 14,000.0000 14,000.00 1.000 14,000.00 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 27.200 14,416.00 F) 58 STRUCTURAL CONCRETE, BRIDGE M3 2,000.0000 358,000.00 11.700 23,400.00 172.700 345,400.00 F) 59 STRUCTURAL CONCRETE, RETAINING WALL M3 450.0000 83,700.00 186.000 83,700.00 F) 60 STRUCTURAL CONCRETE, APPROACH SLAB M3 750.0000 35,250.00 14.500 10,875.00 31.950 23,962.50 (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 0.200 1,000.00 0.200 1,000.00 63 DRILL AND BOND DOWEL M 65.0000 25,805.00 379.500 24,667.50 64 DRILL AND PRESSURE GROUT DOWEL M 155.0000 24,955.00 185.400 28,737.00 65 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 32.0000 832.00 55.000 1,760.00 66 CLOSE ACCESS, DECK EA 2,800.0000 8,400.00 3.000 8,400.00 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 1.970 2,955.00 10.470 15,705.00 73 PLACE POLYESTER CONCRETE OVERLAY M2 100.0000 14,500.00 145.000 14,500.00 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 01/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002304 TIME 07:47 AM ESTIMATE NO. 15 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 01/20/05 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 01/25/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 705,440.00 700.000 112,000.00 700.000 112,000.00 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 1,500.000 1,950.00 53,126.000 69,063.80 SF) 82 BAR REINFORCING STEEL (RETAINING WALL) KG 1.3200 22,176.00 16,800.000 22,176.00 SF) 83 SHOTCRETE M3 141.0000 53,580.00 380.000 53,580.00 F) 84 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 39,210.00 7,842.000 39,210.00 F) 85 INSTALL SIGN STRUCTURE (TRUSS) KG 0.2000 1,568.40 7,842.000 1,568.40 SF) 86 920 MM CAST-IN-DRILLED-HOLE M 800.0000 7,200.00 9.000 7,200.00 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 11,220.00 141.000 2,820.00 561.000 11,220.00 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 1,171.200 363,072.00 99 CONCRETE BARRIER (TYPE 736 MODIFIED) M 233.0000 46,833.00 113.000 26,329.00 148.000 34,484.00 F) 00 CONCRETE BARRIER (TYPE 736 A) M 230.0000 28,290.00 123.000 28,290.00 123.000 28,290.00 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 01/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002304 TIME 07:47 AM ESTIMATE NO. 15 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 01/20/05 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 01/25/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.910 31,850.00 S) 08 COMMUNICATION CONDUIT (BRIDGE) M 200.0000 21,200.00 67.000 13,400.00 SF) 09 MODIFY TRAFFIC MONITORING STATION LS 18,000.0000 18,000.00 0.680 12,240.00 S) 10 MODIFY CCTV CAMERA VE157 LS 15,000.0000 15,000.00 0.290 4,350.00 S) 11 MODIFY LIGHTING AND SIGN ILLUMINATION LS 75,000.0000 75,000.00 0.890 66,750.00 S) PROGRAM CAS145 PAGE 6 DATE 01/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002304 TIME 07:47 AM ESTIMATE NO. 15 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 01/20/05 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 01/25/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 237,059.00 3,600,805.66 ADJUSTMENT OF COMPENSATION 0.00 84,684.07 EXTRA WORK 73,832.18 420,642.27 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 310,891.18 4,106,132.00 12 MOBILIZATION LS 159,093.0000 159,093.00 1.000 159,093.00 ORIGINAL CONTRACT AMOUNT 5,257,373.40 TOTAL WORK COMPLETED 310,891.18 4,265,225.00 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 8,816.25 -30,526.55 TOTAL 319,707.43 4,234,698.45 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 01/31/06 273 27 0 0 76% 99% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU TIME DEFERRED CCO'S GURFINKEL, VLADIMIR RESIDENT ENGINEER PROGRAM CAS145 DATE 01/25/05