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 02/25/09 EST. NO.10 TIME 08:42 AM R.E. NAME: NJOYA, DAVID 07-243604 --------------------------------------------------------------------------- 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 0032 664.07 E.W. @ F.A.(+) 100308 N P32 0 0034 290.27 100608 N P34 0 0035 318.96 110908 N P35 0 0036 524.34 120308 N P36 0 0037 146.57 121608 N P37 0 0038 3,447.92 121608 N P38 0 0039 691.00 123008 N P39 0 0041 1,260.92 102608 N P41 0 0042 1,249.72 102808 N P42 0 0044 3,720.16 010609 N P44 0 0045 8,868.95 012009 N M45 0 0047 1,224.54 012009 N P47 0 0048 1,493.00 012509 N P48 0 002 0044 1,064.95 E.W. @ F.A.(+) 102308 N M44 0 0062 870.06 120708 N P62 0 0063 870.06 120808 N P63 0 0087 1,855.30 120308 N M87 0 0088 556.49 120708 N M88 0 0089 1,308.20 010609 N M89 0 0090 1,458.85 010709 N M90 0 0091 1,157.55 010809 N M91 0 0092 1,308.20 010909 N M92 0 0093 1,082.84 011209 N M93 0 0094 1,082.84 011309 N M94 0 0095 1,008.40 011409 N M95 0 0096 1,082.84 011509 N M96 0 003 0003 975.00 E.W. @ F.A.(+) 011409 N P3 0 006 0096 3,095.58 E.W. @ F.A.(+) 010509 N PE96 0 0097 3,848.88 010609 N PE97 0 0098 1,588.93 010909 N PE98 0 0099 3,213.94 011209 N PE99 0 0100 2,585.10 011309 N PE1000 0101 4,169.45 011409 N PE1010 0102 2,585.10 011509 N PE1020 007 0010 1,566.39 E.W. @ F.A.(+) 010709 N PE10 0 0011 1,389.44 010809 N PE11 0 0012 1,604.35 010909 N PE12 0 0013 1,392.22 011209 N PE13 0 0014 1,389.44 011309 N PE14 0 0015 1,772.31 011409 N PE15 0 0016 2,179.11 011509 N PE16 0 0017 2,224.20 011609 N PE17 0 008 0018 2,585.10 E.W. @ F.A.(+) 010709 N PE18 0 0019 3,217.52 010809 N PE19 0 79,989.06 TOTAL THIS ESTIMATE 400,775.69 TOTAL PREVIOUS ESTIMATE 480,764.75 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 02/25/09 EST. NO.10 TIME 08:42 AM R.E. NAME: NJOYA, DAVID 07-243604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 02/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-243604 TIME 08:42 AM ESTIMATE NO. 10 BID OPENING 02/14/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/09 R.E. NAME: NJOYA, DAVID DATE OF THIS ESTIMATE 02/25/09 LOCATION PROGRESS ESTIMATE 07-LA-405-0.0/48.6 ----------------- PETERSON CHASE GENERAL IN LOS ANGELES COUNTY AT VARIOUS 1792 KAISER AVE LOCATIONS FROM SAN GABRIEL RIVER IRVINE, CA 92614-5706 BRIDGE TO ROUTE 405/5 SEPARATION FED. AID NO. ACIM-X037(140)E ,G-X037(140)E INSTALL METAL BEAM GUARD RAIL ------------------------------------------------------------------------------------------------------------------------------------ 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 3,600.0000 3,600.00 0.060 216.00 0.660 2,376.00 02 TIME-RELATED OVERHEAD WDAY 840.0000 268,800.00 20.000 16,800.00 194.000 162,960.00 03 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 0.060 300.00 0.600 3,000.00 04 PREPARE WATER POLLUTION CONTROL LS 2,500.0000 2,500.00 1.000 2,500.00 PROGRAM 05 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 24,000.00 11.000 1,650.00 06 STREET SWEEPING LS 5,000.0000 5,000.00 0.060 300.00 0.600 3,000.00 07 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,500.0000 2,500.00 0.100 250.00 0.510 1,275.00 08 CONSTRUCTION AREA SIGNS LS 16,000.0000 16,000.00 0.100 1,600.00 0.500 8,000.00 S) 09 TRAFFIC CONTROL SYSTEM LS 580,000.0000 580,000.00 0.060 34,800.00 0.600 348,000.00 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 16,800.00 447.000 13,410.00 S) 11 TEMPORARY RAILING (TYPE K) LF 18.0000 118,800.00 6,140.000 110,520.00 S) 12 TEMPORARY CRASH CUSHION MODULE EA 150.0000 112,500.00 560.000 84,000.00 S) 13 REMOVE METAL BEAM GUARD RAILING LF 8.5000 117,300.00 162.500 1,381.25 10,542.800 89,613.80 14 REMOVE ASPHALT CONCRETE DIKE LF 4.0000 14,080.00 395.750 1,583.00 15 SALVAGE METAL BEAM GUARD RAILING LF 8.0000 248,000.00 1,312.500 10,500.00 20,116.150 160,929.20 16 REMOVE CONCRETE CY 150.0000 2,100.00 2.610 391.50 17 REMOVE CONCRETE (CURB AND GUTTER) LF 6.0000 55,020.00 50.000 300.00 9,069.890 54,419.34 18 CLEARING AND GRUBBING LS 18,000.0000 18,000.00 0.500 9,000.00 19 ROADWAY EXCAVATION CY 85.0000 34,000.00 6.690 568.65 401.360 34,115.60 20 LEAD COMPLIANCE PLAN LS 4,500.0000 4,500.00 1.000 4,500.00 21 DITCH EXCAVATION CY 160.0000 2,560.00 0.000 0.00 22 IMPORTED BORROW CY 45.0000 7,650.00 33.890 1,525.05 PROGRAM CAS145 PAGE 2 DATE 02/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-243604 TIME 08:42 AM ESTIMATE NO. 10 BID OPENING 02/14/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/09 R.E. NAME: NJOYA, DAVID DATE OF THIS ESTIMATE 02/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 EROSION CONTROL (TYPE D) SQFT 2.9000 2,871.00 0.000 0.00 S) 24 ASPHALT CONCRETE (TYPE B) TON 128.0000 65,280.00 320.690 41,048.32 25 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQFT 5.8000 164,720.00 18,143.250 105,230.85 AREA) 26 PLACE ASPHALT CONCRETE DIKE (TYPE A) LF 6.5000 3,510.00 175.100 1,138.15 27 PLACE ASPHALT CONCRETE DIKE (TYPE C) LF 6.5000 35,100.00 784.180 5,097.17 28 PLACE ASPHALT CONCRETE DIKE (TYPE F) LF 6.5000 715.00 0.000 0.00 29 MINOR CONCRETE (MINOR STRUCTURE) CY 1,100.0000 248,600.00 7.900 8,690.00 277.400 305,140.00 F) 30 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 50.0000 700.00 0.000 0.00 (0.063"-UNFRAMED) 31 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 50.0000 2,400.00 0.000 0.00 (0.080"-UNFRAMED) 32 ROADSIDE SIGN - ONE POST EA 400.0000 800.00 0.000 0.00 33 MINOR CONCRETE (MISCELLANEOUS CY 900.0000 189,000.00 1.320 1,188.00 54.940 49,446.00 CONSTRUCTION) 34 GUARD RAILING DELINEATOR EA 21.5000 44,505.00 80.000 1,720.00 1,266.000 27,219.00 35 METAL BEAM GUARD RAILING (WOOD POST) LF 31.0000 492,900.00 1,125.000 34,875.00 9,106.200 282,292.20 36 METAL BEAM GUARD RAILING (WOOD POST) LF 32.0000 624,000.00 212.500 6,800.00 16,712.650 534,804.80 (MOD) 37 METAL BEAM GUARD RAILING (8' POST) LF 31.0000 20,150.00 112.500 3,487.50 112.500 3,487.50 38 DOUBLE METAL BEAM GUARD RAILING LF 39.0000 1,950.00 50.000 1,950.00 (WOOD POST) 39 SINGLE THRIE BEAM BARRIER LF 31.0000 41,230.00 1,000.000 31,000.00 40 DOUBLE THRIE BEAM BARRIER (WOOD POST) LF 49.2500 3,102.75 75.000 3,693.75 41 TRANSITION RAILING (TYPE WB) EA 3,375.0000 371,250.00 3.000 10,125.00 39.000 131,625.00 42 TRANSITION RAILING (TYPE SWB) EA 3,680.0000 172,960.00 2.000 7,360.00 29.000 106,720.00 43 TRANSITION RAILING (TYPE BR) EA 3,450.0000 44,850.00 0.000 0.00 44 TRANSITION RAILING (TYPE 50WB) EA 3,500.0000 7,000.00 0.000 0.00 45 TERMINAL SYSTEM (TYPE SRT) EA 2,570.0000 308,400.00 5.000 12,850.00 65.000 167,050.00 46 TERMINAL SYSTEM (TYPE CAT) EA 4,800.0000 48,000.00 11.000 52,800.00 47 END CAP (TYPE A) EA 130.0000 3,900.00 10.000 1,300.00 48 END ANCHOR ASSEMBLY (TYPE SFT) EA 825.0000 107,250.00 12.000 9,900.00 81.000 66,825.00 49 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 330,000.00 10.000 30,000.00 53.000 159,000.00 PROGRAM CAS145 PAGE 3 DATE 02/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-243604 TIME 08:42 AM ESTIMATE NO. 10 BID OPENING 02/14/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/09 R.E. NAME: NJOYA, DAVID DATE OF THIS ESTIMATE 02/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 TERMINAL SYSTEM (TYPE ET-2000 PLUS) EA 2,900.0000 34,800.00 4.000 11,600.00 30.000 87,000.00 (TEST LEVEL 2) 51 CRASH CUSHION, SAND FILLED EA 4,900.0000 4,900.00 0.000 0.00 S) 52 CRASH CUSHION (TYPE CAT) EA 4,800.0000 33,600.00 1.000 4,800.00 S) 53 CRASH CUSHION (REACT 9CBB) EA 49,600.0000 49,600.00 0.000 0.00 S) 54 CRASH CUSHION (REACT 4CBB) EA 38,500.0000 38,500.00 0.000 0.00 S) 55 CRASH CUSHION (REACT 4SCBS) EA 39,000.0000 39,000.00 1.000 39,000.00 1.000 39,000.00 S) 56 CONCRETE BARRIER (TYPE 60) LF 95.0000 61,750.00 475.000 45,125.00 57 CONCRETE BARRIER (TYPE 60E MODIFIED) LF 295.0000 94,400.00 321.000 94,695.00 58 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 200.0000 4,200.00 0.000 0.00 59 CONCRETE BARRIER (TYPE 742 MODIFIED) LF 200.0000 4,800.00 0.000 0.00 60 THERMOPLASTIC PAVEMENT MARKING SQFT 6.6000 1,782.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 02/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-243604 TIME 08:42 AM ESTIMATE NO. 10 BID OPENING 02/14/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/09 R.E. NAME: NJOYA, DAVID DATE OF THIS ESTIMATE 02/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 244,611.40 3,444,256.23 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 79,989.06 480,764.75 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 324,600.46 3,925,020.98 61 MOBILIZATION LS 125,000.0000 125,000.00 1.000 125,000.00 ORIGINAL CONTRACT AMOUNT 5,486,185.75 TOTAL WORK COMPLETED 324,600.46 4,050,020.98 MATERIALS ON HAND ON SITE 477,227.40 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 324,600.46 4,527,248.38 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 03/12/08 320 05/06/08 05/06/08 08/26/09 189 8 0 0 64% 59% PROGRESS IS SATISFACTORY NJOYA, DAVID RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 02/25/09