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 07/25/05 EST. NO.09 TIME 11:53 AM R.E. NAME: MCKENZIE, DARRELL 07-213704 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 002 0006 2,966.70 E.W. @ F.A.(+) 032505 N 0035.0 0007 3,206.50 040105 N 0036.0 0008 3,210.90 040205 N 0037.0 0009 4,007.30 040905 N 0038.0 0010 2,215.40 041505 N 0039.0 0011 3,732.30 041605 N 0040.0 0013 1,760.62 052105 N 0043.0 0014 3,779.78 071005 N 0044.0 006 0001 2,257.75 E.W. @ F.A.(+) 032105 N 0023.0 007 0001 92.40 E.W. @ F.A.(+) 042905 N 0028.0 27,229.65 TOTAL THIS ESTIMATE 103,032.83 TOTAL PREVIOUS ESTIMATE 130,262.48 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 07/25/05 EST. NO.09 TIME 11:53 AM R.E. NAME: MCKENZIE, DARRELL 07-213704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CLOSURE PICK-UP -33,600.00 08 0.00 -33,600.00 OVERBID ITEMS OVERBID ITEM NO. 034 -75,052.55 02 OVERBID ITEM NO. 034 -3,950.14 05 0.00 -79,002.69 TOTAL DEDUCTIONS 0.00 -112,602.69 PROGRAM CAS145 PAGE 1 DATE 07/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-213704 TIME 11:53 AM ESTIMATE NO. 09 BID OPENING 10/21/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/05 R.E. NAME: MCKENZIE, DARRELL DATE OF THIS ESTIMATE 07/25/05 LOCATION RERUN PROGRESS ESTIMATE 07-LA-2-14.0/24.0 ----------------------- PAVE TECH, INC. IN LOS ANGELES COUNTY IN 735 LAGUNA DRIVE LOS ANGELES, GLENDALE AND LA CANADA CARLSBAD, CA 92008-1651 AT VARIOUS LOCATIONS FED. AID NO. ACST-S002(33)E ,P-S002(33)E RESURFACE EXISTING HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 4,000.0000 4,000.00 0.250 1,000.00 1.000 4,000.00 02 TIME-RELATED OVERHEAD LS 200,000.0000 200,000.00 0.120 24,000.00 1.000 200,000.00 03 PREPARE WATER POLLUTION CONTROL LS 2,000.0000 2,000.00 0.030 60.00 1.000 2,000.00 PROGRAM 04 WATER POLLUTION CONTROL LS 20,000.0000 20,000.00 0.100 2,000.00 1.000 20,000.00 05 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.020 300.00 1.000 15,000.00 S) 06 TRAFFIC CONTROL SYSTEM LS 589,000.0000 589,000.00 0.030 17,670.00 1.000 589,000.00 S) 07 TEMPORARY RAILING (TYPE K) M 80.0000 51,200.00 640.000 51,200.00 S) 08 TEMPORARY CRASH CUSHION MODULE EA 170.0000 14,280.00 84.000 14,280.00 S) 09 REMOVE ASPHALT CONCRETE DIKE M 75.0000 1,650.00 22.000 1,650.00 10 REMOVE CURB M3 1,500.0000 1,500.00 1.400 2,100.00 1.400 2,100.00 11 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.5500 78,260.00 20,240.170 92,092.77 S) 12 REMOVE CONCRETE BARRIER (TYPE 50) M 65.0000 2,730.00 46.500 3,022.50 13 STRUCTURE EXCAVATION (BRIDGE) M3 200.0000 60,000.00 300.000 60,000.00 F) 14 STRUCTURE BACKFILL (BRIDGE) M3 300.0000 90,000.00 300.000 90,000.00 F) 15 AGGREGATE BASE (APPROACH SLAB) M3 400.0000 48,400.00 55.320 22,128.00 331.000 132,400.00 16 ASPHALT CONCRETE (TYPE B) TONN 68.0000 68.00 4.000 272.00 4.000 272.00 17 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 78.0000 207,480.00 2,917.560 227,569.68 18 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 138.0000 3,036.00 10.000 1,380.00 10.000 1,380.00 19 REPLACE CONCRETE PAVEMENT M3 863.0000 673,140.00 840.300 725,178.90 (RAPID STRENGTH CONCRETE) 20 GRIND EXISTING CONCRETE M2 4.2500 1,836,000.00 18,563.000 78,892.75 436,633.470 1,855,692.25 S) PAVEMENT 21 STRUCTURAL CONCRETE, APPROACH SLAB M3 902.0000 720,698.00 100.330 90,497.66 870.800 785,461.60 F) (TYPE R) 22 PAVING NOTCH EXTENSION M3 6,178.1200 111,206.16 15.370 94,957.70 PROGRAM CAS145 PAGE 2 DATE 07/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-213704 TIME 11:53 AM ESTIMATE NO. 09 BID OPENING 10/21/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/05 R.E. NAME: MCKENZIE, DARRELL DATE OF THIS ESTIMATE 07/25/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 CLEAN EXPANSION JOINT M 65.0000 30,550.00 502.620 32,670.30 502.620 32,670.30 24 JOINT SEAL (MR 30 MM) M 100.0000 8,100.00 58.520 5,852.00 58.520 5,852.00 S) 25 JOINT SEAL (MR 15 MM) M 74.0000 37,740.00 463.720 34,315.28 463.720 34,315.28 S) 26 SLOPE PAVING (CONCRETE) M3 550.0000 49,500.00 133.600 73,480.00 27 MINOR CONCRETE (CURB) M3 1,000.0000 1,000.00 1.300 1,300.00 1.300 1,300.00 28 CONCRETE BARRIER (TYPE 50) M 500.0000 21,000.00 46.500 23,250.00 29 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.4700 50,290.00 12,631.000 5,936.57 108,094.000 50,804.18 S) 30 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 5,940.00 3,150.000 4,725.00 6,948.000 10,422.00 S) 31 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0500 23,205.00 20,628.000 21,659.40 S) 32 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5000 20,400.00 10,413.000 26,032.50 S) 33 INDUCTIVE LOOP DETECTOR (REPLACEMENT) LS 73,600.0000 73,600.00 1.000 73,600.00 S) PROGRAM CAS145 PAGE 3 DATE 07/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-213704 TIME 11:53 AM ESTIMATE NO. 09 BID OPENING 10/21/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/05 R.E. NAME: MCKENZIE, DARRELL DATE OF THIS ESTIMATE 07/25/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 325,099.56 5,320,643.06 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 27,229.65 130,262.48 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 352,329.21 5,450,905.54 34 MOBILIZATION LS 649,000.0000 649,000.00 1.000 649,000.00 ORIGINAL CONTRACT AMOUNT 5,699,973.16 TOTAL WORK COMPLETED 352,329.21 6,099,905.54 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -112,602.69 TOTAL 352,329.21 5,987,302.85 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 034 MOBILIZATION 569,997.31 649,000.00 79,002.69 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 11/16/04 100 01/18/05 12/09/04 08/30/05 101 46 0 0 99% 100% PROGRESS IS SATISFACTORY MCKENZIE, DARRELL RESIDENT ENGINEER PROGRAM CAS145 DATE 07/25/05