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 12/29/11 EST. NO.26 TIME 09:57 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 --------------------------------------------------------------------------- 025 0001 225,000.00 A.C. @ L.S.(+) 122711 N 001 0 225,000.00 TOTAL THIS ESTIMATE 1,127,927.42 TOTAL PREVIOUS ESTIMATE 1,352,927.42 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 12/29/11 EST. NO.26 TIME 09:57 AM R.E. NAME: NJOYA, DAVID 07-243604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OTHER OUTSTANDING DOCUMENTS DBE -10,000.00 23 DBE 10,000.00 24 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 12/29/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-243604 TIME 09:57 AM ESTIMATE NO. 26 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 02/24/10 R.E. NAME: NJOYA, DAVID DATE OF THIS ESTIMATE 12/29/11 LOCATION FINAL 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,600.0000 3,600.00 1.000 3,600.00 002 TIME-RELATED OVERHEAD WDAY 840.0000 268,800.00 320.000 268,800.00 003 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000.00 004 PREPARE WATER POLLUTION CONTROL LS 2,500.0000 2,500.00 1.000 2,500.00 PROGRAM 005 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 24,000.00 11.000 1,650.00 006 STREET SWEEPING LS 5,000.0000 5,000.00 1.000 5,000.00 007 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,500.0000 2,500.00 1.000 2,500.00 008 CONSTRUCTION AREA SIGNS LS 16,000.0000 16,000.00 1.000 16,000.00 (S) 009 TRAFFIC CONTROL SYSTEM LS 580,000.0000 580,000.00 1.000 580,000.00 (S) 010 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 16,800.00 447.000 13,410.00 (S) 011 TEMPORARY RAILING (TYPE K) LF 18.0000 118,800.00 6,140.000 110,520.00 (S) 012 TEMPORARY CRASH CUSHION MODULE EA 150.0000 112,500.00 560.000 84,000.00 (S) 013 REMOVE METAL BEAM GUARD RAILING LF 8.5000 117,300.00 12,567.800 106,826.30 014 REMOVE ASPHALT CONCRETE DIKE LF 4.0000 14,080.00 1,483.750 5,935.00 015 SALVAGE METAL BEAM GUARD RAILING LF 8.0000 248,000.00 24,542.400 196,339.20 016 REMOVE CONCRETE CY 150.0000 2,100.00 2.610 391.50 017 REMOVE CONCRETE (CURB AND GUTTER) LF 6.0000 55,020.00 9,188.390 55,130.34 018 CLEARING AND GRUBBING LS 18,000.0000 18,000.00 1.000 18,000.00 019 ROADWAY EXCAVATION CY 85.0000 34,000.00 437.940 37,224.90 020 LEAD COMPLIANCE PLAN LS 4,500.0000 4,500.00 1.000 4,500.00 021 DITCH EXCAVATION CY 160.0000 2,560.00 0.000 0.00 022 IMPORTED BORROW CY 45.0000 7,650.00 93.890 4,225.05 PROGRAM CAS145 PAGE 2 DATE 12/29/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-243604 TIME 09:57 AM ESTIMATE NO. 26 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 02/24/10 R.E. NAME: NJOYA, DAVID DATE OF THIS ESTIMATE 12/29/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 EROSION CONTROL (TYPE D) SQFT 2.9000 2,871.00 0.000 0.00 (S) 024 ASPHALT CONCRETE (TYPE B) TON 128.0000 65,280.00 512.060 65,543.68 025 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQFT 5.8000 164,720.00 27,086.210 157,100.02 AREA) 026 PLACE ASPHALT CONCRETE DIKE (TYPE A) LF 6.5000 3,510.00 422.000 2,743.00 027 PLACE ASPHALT CONCRETE DIKE (TYPE C) LF 6.5000 35,100.00 4,454.710 28,955.62 028 PLACE ASPHALT CONCRETE DIKE (TYPE F) LF 6.5000 715.00 112.000 728.00 029 MINOR CONCRETE (MINOR STRUCTURE) CY 1,100.0000 248,600.00 276.670 304,337.00 (F) 030 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 50.0000 700.00 13.500 675.00 (0.063"-UNFRAMED) 031 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 50.0000 2,400.00 48.000 2,400.00 (0.080"-UNFRAMED) 032 ROADSIDE SIGN - ONE POST EA 400.0000 800.00 2.000 800.00 033 MINOR CONCRETE (MISCELLANEOUS CY 900.0000 189,000.00 54.940 49,446.00 CONSTRUCTION) 034 GUARD RAILING DELINEATOR EA 21.5000 44,505.00 1,744.000 37,496.00 035 METAL BEAM GUARD RAILING (WOOD POST) LF 31.0000 492,900.00 13,680.000 424,080.00 036 METAL BEAM GUARD RAILING (WOOD POST) LF 32.0000 624,000.00 18,050.150 577,604.80 (MOD) 037 METAL BEAM GUARD RAILING (8' POST) LF 31.0000 20,150.00 187.500 5,812.50 038 DOUBLE METAL BEAM GUARD RAILING LF 39.0000 1,950.00 12.500 487.50 (WOOD POST) 039 SINGLE THRIE BEAM BARRIER LF 31.0000 41,230.00 1,325.000 41,075.00 040 DOUBLE THRIE BEAM BARRIER (WOOD POST) LF 49.2500 3,102.75 75.000 3,693.75 041 TRANSITION RAILING (TYPE WB) EA 3,375.0000 371,250.00 89.000 300,375.00 042 TRANSITION RAILING (TYPE SWB) EA 3,680.0000 172,960.00 37.000 136,160.00 043 TRANSITION RAILING (TYPE BR) EA 3,450.0000 44,850.00 2.000 6,900.00 044 TRANSITION RAILING (TYPE 50WB) EA 3,500.0000 7,000.00 0.000 0.00 045 TERMINAL SYSTEM (TYPE SRT) EA 2,570.0000 308,400.00 87.000 223,590.00 046 TERMINAL SYSTEM (TYPE CAT) EA 4,800.0000 48,000.00 7.000 33,600.00 047 END CAP (TYPE A) EA 130.0000 3,900.00 22.000 2,860.00 048 END ANCHOR ASSEMBLY (TYPE SFT) EA 825.0000 107,250.00 108.000 89,100.00 049 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 330,000.00 104.000 312,000.00 PROGRAM CAS145 PAGE 3 DATE 12/29/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-243604 TIME 09:57 AM ESTIMATE NO. 26 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 02/24/10 R.E. NAME: NJOYA, DAVID DATE OF THIS ESTIMATE 12/29/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 TERMINAL SYSTEM (TYPE ET-2000 PLUS) EA 2,900.0000 34,800.00 12.000 34,800.00 (TEST LEVEL 2) 051 CRASH CUSHION, SAND FILLED EA 4,900.0000 4,900.00 0.000 0.00 (S) 052 CRASH CUSHION (TYPE CAT) EA 4,800.0000 33,600.00 7.000 33,600.00 (S) 053 CRASH CUSHION (REACT 9CBB) EA 49,600.0000 49,600.00 1.000 49,600.00 (S) 054 CRASH CUSHION (REACT 4CBB) EA 38,500.0000 38,500.00 1.000 38,500.00 (S) 055 CRASH CUSHION (REACT 4SCBS) EA 39,000.0000 39,000.00 1.000 39,000.00 (S) 056 CONCRETE BARRIER (TYPE 60) LF 95.0000 61,750.00 475.000 45,125.00 057 CONCRETE BARRIER (TYPE 60E MODIFIED) LF 295.0000 94,400.00 321.000 94,695.00 058 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 200.0000 4,200.00 0.000 0.00 059 CONCRETE BARRIER (TYPE 742 MODIFIED) LF 200.0000 4,800.00 0.000 0.00 060 THERMOPLASTIC PAVEMENT MARKING SQFT 6.6000 1,782.00 235.000 1,551.00 PROGRAM CAS145 PAGE 4 DATE 12/29/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-243604 TIME 09:57 AM ESTIMATE NO. 26 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 02/24/10 R.E. NAME: NJOYA, DAVID DATE OF THIS ESTIMATE 12/29/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 4,665,986.16 ADJUSTMENT OF COMPENSATION 225,000.00 271,870.06 EXTRA WORK 0.00 1,081,057.36 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 225,000.00 6,018,913.58 061 MOBILIZATION LS 125,000.0000 125,000.00 1.000 125,000.00 ORIGINAL CONTRACT AMOUNT 5,486,185.75 TOTAL WORK COMPLETED 225,000.00 6,143,913.58 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 225,000.00 6,143,913.58 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 03/12/08 320 05/06/08 05/06/08 02/24/10 380 68 0 0 100% 100% NJOYA, DAVID RESIDENT ENGINEER PROGRAM CAS145 DATE 12/29/11