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 08/22/05 EST. NO.18 TIME 11:22 AM R.E. NAME: MENGONI, MARK 06-486004 --------------------------------------------------------------------------- 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 0060 11,369.16 E.W. @ F.A.(+) 063005 N R1 0 0061 2,077.08 070505 N S1 0 002 0007 374.19 A.C. @ U.P.(+) 081905 N 0001 0 009 0020 5,049.00 E.W. @ F.A.(+) 060905 N I1 0 0021 5,568.75 061705 N J1 0 0022 7,016.63 062405 N K1 0 0023 837.50 060705 N L1 0 0024 818.39 061305 N M1 0 0025 399.07 061605 N N1 0 0026 411.81 062105 N O1 0 33,921.58 TOTAL THIS ESTIMATE 1,407,157.46 TOTAL PREVIOUS ESTIMATE 1,441,079.04 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 08/22/05 EST. NO.18 TIME 11:22 AM R.E. NAME: MENGONI, MARK 06-486004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE AC GRADATION DEDUCT -6,142.50 08 AGGREGAT-SAND TESTS -1,755.00 10 AC TEST RESULTS FAIL -1,755.00 16 AC TEST RESULTS FAIL -2,632.50 17 0.00 -12,285.00 LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 06 MISS PYRL RECD #6 10,000.00 07 MISS PYRL -1,000.00 13 MISS PYRL -1,000.00 14 MISS PYRL RECD #13 1,000.00 17 MISS PYRL RECD #14 1,000.00 18 MISS PYRL -1,945.76 18 -945.76 -1,945.76 TOTAL DEDUCTIONS -945.76 -14,230.76 PROGRAM CAS145 PAGE 1 DATE 08/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-486004 TIME 11:22 AM ESTIMATE NO. 18 BID OPENING 03/30/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/05 R.E. NAME: MENGONI, MARK DATE OF THIS ESTIMATE 08/22/05 LOCATION PROGRESS ESTIMATE 06-FRE-5-48.6/65.8 ----------------- W. JAXON BAKER, INC. IN FRESNO COUNTY ABOUT 11.2 KM WEST P.O. BOX 994248 OF FIREBAUGH FROM 0.4 KM SOUTH OF REDDING, CA 96099-4248 PANOCHE ROAD OVERCROSSING TO NESS AVENUE OVERCROSSING FED. AID NO. ACIM-005 -5(130)367,ACIM-005 -5(130)E ASPHALT CONCRETE OVERLAY ------------------------------------------------------------------------------------------------------------------------------------ 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 1,000.0000 1,000.00 1.000 1,000.00 02 TIME-RELATED OVERHEAD WDAY 1,500.0000 247,500.00 17.000 25,500.00 168.000 252,000.00 03 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.750 3,750.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 15,000.0000 15,000.00 0.040 600.00 0.955 14,325.00 05 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.008 40.00 0.791 3,955.00 S) 06 TRAFFIC CONTROL SYSTEM LS 115,000.0000 115,000.00 0.040 4,600.00 0.955 109,825.00 S) 07 PORTABLE CHANGEABLE MESSAGE SIGN LS 60,000.0000 60,000.00 0.040 2,400.00 0.955 57,300.00 S) 08 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 09 SALVAGE METAL BEAM GUARD RAILING M 19.2500 5,005.00 274.320 5,280.66 S) 10 RECONSTRUCT METAL BEAM GUARD RAILING M 44.0000 23,760.00 495.300 21,793.20 S) 11 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.0000 117,000.00 6,425.000 38,550.00 30,151.600 180,909.60 S) 12 CLEARING AND GRUBBING LS 5,000.0000 5,000.00 1.000 5,000.00 13 IMPORTED BORROW M3 40.0000 51,600.00 0.000 0.00 14 IMPORTED MATERIAL (SHOULDER BACKING) M3 70.0000 333,200.00 -500.000 -35,000.00 7,331.400 513,198.00 15 FIBER (EROSION CONTROL) KG 3.0000 990.00 330.000 990.00 330.000 990.00 16 COMPOST (EROSION CONTROL) KG 1.0000 1,320.00 1,320.000 1,320.00 1,320.000 1,320.00 17 PURE LIVE SEED (EROSION CONTROL) KG 121.0000 1,210.00 10.000 1,210.00 10.000 1,210.00 18 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 6.0000 780.00 132.000 792.00 132.000 792.00 19 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 800.00 200.000 800.00 200.000 800.00 20 AGGREGATE BASE (APPROACH SLAB) M3 150.0000 4,665.00 32.100 4,815.00 F) 21 SEAL RANDOM CRACKS LNKM 1.0000 110.00 110.800 110.80 22 ASPHALT CONCRETE (TYPE A) TONN 50.0000 166,500.00 1,776.320 88,816.00 PROGRAM CAS145 PAGE 2 DATE 08/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-486004 TIME 11:22 AM ESTIMATE NO. 18 BID OPENING 03/30/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/05 R.E. NAME: MENGONI, MARK DATE OF THIS ESTIMATE 08/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 53.2500 5,607,225.00 -376.350 -20,040.64 95,938.240 5,108,711.28 24 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.2500 13,617.50 282.000 916.50 25 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.2500 17,160.00 7,043.000 22,889.75 26 SHOULDER RUMBLE STRIP STA 50.0000 55,000.00 1,068.300 53,415.00 (AC, GROUND-IN INDENTATIONS) 27 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,000.0000 35,000.00 -14.390 -14,390.00 180.000 180,000.00 28 REPLACE ASPHALT CONCRETE SURFACING M3 375.0000 1,301,250.00 4,059.460 1,522,297.50 29 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,500.0000 46,650.00 32.100 48,150.00 F) (TYPE R) 30 METAL BEAM GUARD RAILING (STEEL POST) M 74.0000 11,840.00 712.470 52,722.78 S) 31 TERMINAL SYSTEM (TYPE SRT-350) EA 2,300.0000 25,300.00 11.000 25,300.00 S) 32 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 2,400.00 11.000 8,800.00 S) 33 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 750.0000 10,500.00 14.000 10,500.00 S) 34 CRASH CUSHION (TYPE CAT) EA 5,500.0000 22,000.00 4.000 22,000.00 S) 35 PROFILED THERMOPLASTIC TRAFFIC STRIPE M 1.6000 96,000.00 4,884.000 7,814.40 58,725.000 93,960.00 S) 36 THERMOPLASTIC PAVEMENT MARKING M2 55.0000 3,795.00 77.670 4,271.85 143.140 7,872.70 S) 37 THERMOPLASTIC TRAFFIC STRIPE M 0.3200 41,600.00 57,453.000 18,384.96 S) (SPRAYABLE) 38 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.8400 3,578.40 1,764.000 5,009.76 S) 39 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6500 44,135.00 55,689.000 36,197.85 S) (BROKEN 10.98 M - 3.66 M) 40 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6500 377.00 381.000 247.65 S) (BROKEN 5.18 M - 2.14 M) 41 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2500 32,110.00 8,288.000 26,936.00 S) 42 MODIFY TRAFFIC MONITORING STATION LS 19,200.0000 19,200.00 0.405 7,776.00 S) 43 MODIFY ROADSIDE WEATHER INFORMATION LS 10,000.0000 10,000.00 1.000 10,000.00 S) SYSTEM 44 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 45 ASPHALT CONCRETE (LEVELING) TONN 150.0000 76,500.00 379.000 56,850.00 PROGRAM CAS145 PAGE 3 DATE 08/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-486004 TIME 11:22 AM ESTIMATE NO. 18 BID OPENING 03/30/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/05 R.E. NAME: MENGONI, MARK DATE OF THIS ESTIMATE 08/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 19,457.61 8,586,127.99 ADJUSTMENT OF COMPENSATION 374.19 1,123,063.91 EXTRA WORK 33,547.39 318,015.13 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 53,379.19 10,027,207.03 46 MOBILIZATION LS 787,400.0000 787,400.00 1.000 787,400.00 ORIGINAL CONTRACT AMOUNT 9,423,077.90 TOTAL WORK COMPLETED 53,379.19 10,814,607.03 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -945.76 -14,230.76 TOTAL 52,433.43 10,800,376.27 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 04/26/04 165 05/11/04 05/11/04 08/29/05 188 134 13 0 99% 100% PROGRESS IS SATISFACTORY MENGONI, MARK RESIDENT ENGINEER PROGRAM CAS145 DATE 08/22/05