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 07/21/09 EST. NO.15 TIME 02:24 PM 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 0065 337.89 E.W. @ F.A.(+) 042609 N P65 0 0073 9,646.51 061109 N M73 0 0074 1,881.12 061109 N P74 0 002 0110 2,604.07 E.W. @ F.A.(+) 031509 N P110 0 0123 954.87 060709 N P123 0 0124 829.89 041909 N P124 0 0126 2,428.90 043009 N P126 0 0127 1,764.44 050609 N P127 0 0128 4,104.85 060909 N P128 0 004 0002 1,460.37 E.W. @ F.A.(+) 050709 N P2 0 0003 2,645.03 051209 N P3 0 0004 101.20 051209 N P4 0 006 0115 4,900.63 E.W. @ F.A.(+) 050709 N PE1150 0116 822.32 051109 N PE1160 0117 3,327.10 051209 N PE1170 0118 882.49 051309 N PE1180 0119 2,131.97 051409 N PE1190 0120 1,723.72 051509 N P120 0 0121 3,362.65 051809 N PE1210 0122 3,254.39 051909 N PE1220 0123 3,922.66 052009 N PE1230 0124 1,375.95 052109 N PE1240 0127 4,294.92 062909 N PE1270 0128 2,249.57 063009 N PE1280 007 0022 866.62 E.W. @ F.A.(+) 050609 N PE22 0 0023 895.71 050609 N PE23 0 0024 884.14 051109 N PE24 0 0025 846.78 051309 N PE25 0 0026 1,405.38 051909 N PE26 0 0027 655.01 052109 N PE27 0 009 0005 28,285.34 E.W. @ L.S.(+) 062309 N 001 0 012 0001 27,626.21 E.W. @ L.S.(+) 061209 N 0001 0 0003 1,128.03 E.W. @ F.A.(+) 052809 N P3 0 0004 1,128.03 052909 N P4 0 0006 980.03 060409 N P6 0 0007 2,377.63 060809 N P7 0 0008 2,425.76 060709 N P8 0 0009 2,229.93 060909 N P9 0 0010 2,931.59 061009 N P10 0 0011 2,233.36 061109 N P11 0 0012 2,796.23 061509 N P12 0 0013 4,290.60 061709 N P13 0 0014 1,562.17 061809 N P14 0 146,556.06 TOTAL THIS ESTIMATE 584,117.30 TOTAL PREVIOUS ESTIMATE 730,673.36 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 07/21/09 EST. NO.15 TIME 02:24 PM 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 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-243604 TIME 02:24 PM ESTIMATE NO. 15 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 07/20/09 R.E. NAME: NJOYA, DAVID DATE OF THIS ESTIMATE 07/21/09 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 0.860 3,096.00 02 TIME-RELATED OVERHEAD WDAY 840.0000 268,800.00 20.000 16,800.00 297.000 249,480.00 03 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 0.020 100.00 0.860 4,300.00 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 0.020 100.00 0.860 4,300.00 07 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,500.0000 2,500.00 0.060 150.00 0.790 1,975.00 08 CONSTRUCTION AREA SIGNS LS 16,000.0000 16,000.00 0.060 960.00 0.860 13,760.00 S) 09 TRAFFIC CONTROL SYSTEM LS 580,000.0000 580,000.00 0.020 11,600.00 0.860 498,800.00 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 117,300.00 137.500 1,168.75 11,880.300 100,982.55 14 REMOVE ASPHALT CONCRETE DIKE LF 4.0000 14,080.00 81.000 324.00 1,258.750 5,035.00 15 SALVAGE METAL BEAM GUARD RAILING LF 8.0000 248,000.00 212.500 1,700.00 23,081.650 184,653.20 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 9,188.390 55,130.34 18 CLEARING AND GRUBBING LS 18,000.0000 18,000.00 0.700 12,600.00 19 ROADWAY EXCAVATION CY 85.0000 34,000.00 10.000 850.00 417.610 35,496.85 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 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-243604 TIME 02:24 PM ESTIMATE NO. 15 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 07/20/09 R.E. NAME: NJOYA, DAVID DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 65,280.00 402.720 51,548.16 25 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQFT 5.8000 164,720.00 21,367.370 123,930.75 AREA) 26 PLACE ASPHALT CONCRETE DIKE (TYPE A) LF 6.5000 3,510.00 232.400 1,510.60 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 12.220 13,442.00 206.480 227,128.00 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 54.940 49,446.00 CONSTRUCTION) 34 GUARD RAILING DELINEATOR EA 21.5000 44,505.00 19.000 408.50 1,512.000 32,508.00 35 METAL BEAM GUARD RAILING (WOOD POST) LF 31.0000 492,900.00 275.000 8,525.00 12,137.700 376,268.70 36 METAL BEAM GUARD RAILING (WOOD POST) LF 32.0000 624,000.00 18,050.150 577,604.80 (MOD) 37 METAL BEAM GUARD RAILING (8' POST) LF 31.0000 20,150.00 150.000 4,650.00 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 64.000 216,000.00 42 TRANSITION RAILING (TYPE SWB) EA 3,680.0000 172,960.00 1.000 3,680.00 35.000 128,800.00 43 TRANSITION RAILING (TYPE BR) EA 3,450.0000 44,850.00 2.000 6,900.00 44 TRANSITION RAILING (TYPE 50WB) EA 3,500.0000 7,000.00 1.000 3,500.00 45 TERMINAL SYSTEM (TYPE SRT) EA 2,570.0000 308,400.00 78.000 200,460.00 46 TERMINAL SYSTEM (TYPE CAT) EA 4,800.0000 48,000.00 14.000 67,200.00 47 END CAP (TYPE A) EA 130.0000 3,900.00 1.000 130.00 17.000 2,210.00 48 END ANCHOR ASSEMBLY (TYPE SFT) EA 825.0000 107,250.00 96.000 79,200.00 49 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 330,000.00 3.000 9,000.00 74.000 222,000.00 PROGRAM CAS145 PAGE 3 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-243604 TIME 02:24 PM ESTIMATE NO. 15 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 07/20/09 R.E. NAME: NJOYA, DAVID DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 33.000 95,700.00 (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 1.000 49,600.00 1.000 49,600.00 S) 54 CRASH CUSHION (REACT 4CBB) EA 38,500.0000 38,500.00 1.000 38,500.00 S) 55 CRASH CUSHION (REACT 4SCBS) EA 39,000.0000 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 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-243604 TIME 02:24 PM ESTIMATE NO. 15 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 07/20/09 R.E. NAME: NJOYA, DAVID DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 128,879.25 4,168,131.42 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 146,556.06 730,673.36 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 275,435.31 4,898,804.78 61 MOBILIZATION LS 125,000.0000 125,000.00 1.000 125,000.00 ORIGINAL CONTRACT AMOUNT 5,486,185.75 TOTAL WORK COMPLETED 275,435.31 5,023,804.78 MATERIALS ON HAND ON SITE 173,114.45 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 275,435.31 5,196,919.23 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 09/01/09 290 11 1 0 81% 90% PROGRESS IS SATISFACTORY NJOYA, DAVID RESIDENT ENGINEER PROGRAM CAS145 DATE 07/21/09