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 05/24/06 EST. NO.09 TIME 09:45 AM R.E. NAME: OKPALA, MESHACK 03-0A8404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 05/24/06 EST. NO.09 TIME 09:45 AM R.E. NAME: OKPALA, MESHACK 03-0A8404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 11/05 -10,000.00 03 PER LTR DATED 12/05 -3,000.00 04 PER LTR DATED 1/06 -2,000.00 05 PER LTR DATED 2/06 -7,000.00 06 RETURN 01/06 DEDUCT 2,000.00 06 RETURN 11/05 DEDUCT 10,000.00 06 RETURN 12/05 DEDUCT 3,000.00 06 PER LTR DATED 05/06 -10,000.00 09 -10,000.00 -17,000.00 TOTAL DEDUCTIONS -10,000.00 -17,000.00 PROGRAM CAS145 PAGE 1 DATE 05/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A8404 TIME 09:45 AM ESTIMATE NO. 09 BID OPENING 06/07/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/19/06 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 05/24/06 LOCATION RERUN PROGRESS ESTIMATE 03-YOL-50-0.0/3.1 ----------------------- C C MYERS INC IN YOLO AND SACRAMENTO COUNTIES IN P O BOX 2948 WEST SACRAMENTO AND SACRAMENTO RANCHO CORDOVA CA 957412948 FROM 0.6 KM WEST OF ROUTE 80 AND 50 SEPARATION TO 0.4 KM EAST OF 65TH STREET UNDERCROSSING FED. AID NO. ACIM-305 -3(46)E GRIND PORTLAND CEMENT CONCRETE ------------------------------------------------------------------------------------------------------------------------------------ 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 02 TIME-RELATED OVERHEAD WDAY 3,000.0000 525,000.00 14.000 42,000.00 90.000 270,000.00 03 PREPARE WATER POLLUTION CONTROL LS 800.0000 800.00 0.750 600.00 PROGRAM 04 WATER POLLUTION CONTROL LS 250,000.0000 250,000.00 0.570 142,500.00 05 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.250 12,500.00 S) 06 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.080 40,000.00 0.510 255,000.00 S) 07 PORTABLE CHANGEABLE MESSAGE SIGN LS 150,000.0000 150,000.00 0.080 12,000.00 0.510 76,500.00 S) 08 REMOVE METAL BEAM GUARD RAILING M 50.0000 12,000.00 0.000 0.00 S) 09 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 6.0000 48,420.00 0.000 0.00 S) STRIPE 10 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 29,000.00 677.000 1,354.00 677.000 1,354.00 S) 11 REMOVE ASPHALT CONCRETE DIKE M 6.0000 32,520.00 0.000 0.00 12 RECONSTRUCT METAL BEAM GUARD RAILING M 50.0000 16,000.00 0.000 0.00 S) 13 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.5000 181,250.00 13,218.000 33,045.00 13,218.000 33,045.00 S) 14 GRIND ASPHALT CONCRETE PAVEMENT M 3.0000 81,300.00 0.000 0.00 S) 15 REMOVE UNSOUND CONCRETE M3 6,000.0000 1,200.00 0.050 300.00 0.250 1,500.00 16 REMOVE METAL RAILING M 30.0000 1,350.00 0.000 0.00 17 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 0.000 0.00 18 IMPORTED BORROW M3 60.0000 18,600.00 0.000 0.00 19 AGGREGATE BASE (APPROACH SLAB) M3 100.0000 6,700.00 8.780 878.00 40.440 4,044.00 20 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 420.0000 10,080.00 0.000 0.00 21 SEAL RANDOM CRACKS LNKM 850.0000 21,250.00 0.000 0.00 22 ASPHALT CONCRETE (TYPE A) TONN 95.0000 1,282,500.00 3,059.110 290,615.45 3,059.110 290,615.45 PROGRAM CAS145 PAGE 2 DATE 05/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A8404 TIME 09:45 AM ESTIMATE NO. 09 BID OPENING 06/07/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/19/06 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 05/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.0000 750.00 0.000 0.00 24 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.0000 9,450.00 0.000 0.00 25 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.0000 6,060.00 0.000 0.00 26 ASPHALTIC EMULSION (PAINT BINDER) TONN 300.0000 6,000.00 0.000 0.00 27 REPLACE CONCRETE PAVEMENT M3 919.8900 2,198,537.10 2,337.110 2,149,884.12 (RAPID STRENGTH CONCRETE) 28 APPROACH SLAB PAVEMENT JACKING M2 300.0000 33,000.00 0.000 0.00 S) 29 GRIND EXISTING CONCRETE M2 8.0000 2,192,000.00 65,311.660 522,493.28 214,623.180 1,716,985.44 S) PAVEMENT 30 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,350.0000 891,000.00 83.080 112,158.00 311.910 421,078.50 (TYPE R) 31 MINOR CONCRETE (MINOR STRUCTURE) M3 3,000.0000 4,200.00 0.000 0.00 F) 32 PAVING NOTCH EXTENSION M3 3,500.0000 52,500.00 2.080 7,280.00 5.850 20,475.00 33 CLEAN EXPANSION JOINT M 100.0000 26,300.00 0.000 0.00 34 RAPID SETTING CONCRETE (PATCH) M3 5,000.0000 1,000.00 0.050 250.00 0.250 1,250.00 35 JOINT SEAL (MR 15 MM) M 105.0000 52,710.00 0.000 0.00 S) 36 OBJECT MARKER (TYPE L-1) EA 50.0000 300.00 0.000 0.00 37 METAL BEAM GUARD RAILING (WOOD POST) M 75.0000 9,000.00 0.000 0.00 S) 38 TRANSITION RAILING (TYPE WB) EA 3,000.0000 18,000.00 0.000 0.00 S) 39 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 30,000.00 0.000 0.00 S) 40 TERMINAL SYSTEM (TYPE SRT) EA 2,500.0000 15,000.00 0.000 0.00 S) 41 END ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 2,000.00 0.000 0.00 S) 42 CRASH CUSHION (QUADGUARD MODEL QN9006J) EA 35,000.0000 35,000.00 0.000 0.00 S) 43 CRASH CUSHION (REACT 9CBB) EA 50,000.0000 300,000.00 0.000 0.00 S) 44 CRASH CUSHION (QUADGUARD MODEL QS9011L) EA 75,000.0000 75,000.00 0.000 0.00 S) 45 CONCRETE BARRIER (TYPE 60E MODIFIED) M 250.0000 3,750.00 0.000 0.00 46 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 18,000.00 0.000 0.00 S) 47 THERMOPLASTIC TRAFFIC STRIPE M 0.7500 45,975.00 0.000 0.00 S) (SPRAYABLE) 48 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2500 8,235.00 0.000 0.00 S) 49 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 11,620.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) PROGRAM CAS145 PAGE 3 DATE 05/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A8404 TIME 09:45 AM ESTIMATE NO. 09 BID OPENING 06/07/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/19/06 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 05/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 80,700.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 51 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,240.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 52 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 540.00 0.000 0.00 S) 53 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 49,750.00 0.000 0.00 S) 54 LIGHTING LS 25,000.0000 25,000.00 0.000 0.00 S) 55 MODIFY ELECTRICAL SERVICE LS 15,000.0000 15,000.00 0.000 0.00 S) 56 MODIFY LOOP DETECTORS LS 250,000.0000 250,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 05/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A8404 TIME 09:45 AM ESTIMATE NO. 09 BID OPENING 06/07/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/19/06 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 05/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,062,373.73 5,398,331.51 ADJUSTMENT OF COMPENSATION 0.00 17,082.00 EXTRA WORK 0.00 8,423.52 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,062,373.73 5,423,837.03 57 MOBILIZATION LS 900,000.0000 900,000.00 0.050 45,000.00 1.000 900,000.00 ORIGINAL CONTRACT AMOUNT 10,593,587.10 TOTAL WORK COMPLETED 1,107,373.73 6,323,837.03 MATERIALS ON HAND ON SITE 324,162.61 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -17,000.00 TOTAL 1,097,373.73 6,630,999.64 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 08/08/05 175 09/12/05 08/23/05 09/21/06 94 89 0 0 59% 54% PROGRESS IS SATISFACTORY OKPALA, MESHACK RESIDENT ENGINEER PROGRAM CAS145 DATE 05/24/06