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 07/09/08 EST. NO.06 TIME 09:27 AM R.E. NAME: OBEID, AMJAD 07-1X8404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 013 0001 60,378.90 A.C. @ L.S.(+) 060408 N 1 0 60,378.90 TOTAL THIS ESTIMATE 2,839,180.85 TOTAL PREVIOUS ESTIMATE 2,899,559.75 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 07/09/08 EST. NO.06 TIME 09:27 AM R.E. NAME: OBEID, AMJAD 07-1X8404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SOLID WASTE DISPOSAL -10,000.00 02 SOLID WASTE DISPOSAL 10,000.00 04 0.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 079 -147,767.58 01 OVERBID ITEM NO. 079 147,767.58 02 0.00 0.00 OTHER OUTSTANDING DOCUMENTS DVBE -10,000.00 02 DVBE 10,000.00 04 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 07/09/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1X8404 TIME 09:27 AM ESTIMATE NO. 06 BID OPENING 10/29/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/15/07 R.E. NAME: OBEID, AMJAD DATE OF THIS ESTIMATE 07/09/08 LOCATION FINAL ESTIMATE 07-LA-5-45.8/46.1 -------------- SECURITY PAVING COMPANY INC IN LOS ANGELES COUNTY NEAR LOS P O BOX 1489 ANGELES FROM SOUTH 14 TO SOUTH 5 SUN VALLEY CA 913531489 CONNECTOR OVERHEAD TO 0.4 MILE SOUTH OF WELDON CANYON UC FED. AID NO. ACST-43Y1(1)E ,P-43Y1(1)E REPAIR FIRE DAMAGE TO TRUCK TUNNEL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY SUPPORT LS 150,000.0000 150,000.00 1.000 150,000.00 02 CONSTRUCTION SITE MANAGEMENT LS 25,000.0000 25,000.00 1.000 25,000.00 03 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 1.000 2,000.00 PREVENTION PLAN 04 TEMPORARY FIBER ROLL LF 3.5000 5,600.00 0.000 0.00 05 TEMPORARY SILT FENCE LF 15.0000 600.00 0.000 0.00 06 TEMPORARY GRAVEL BAG BERM LF 7.0000 3,640.00 50.000 350.00 07 TEMPORARY DRAINAGE INLET PROTECTION EA 800.0000 1,600.00 2.000 1,600.00 08 STREET SWEEPING LS 25,000.0000 25,000.00 1.000 25,000.00 09 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 20,000.0000 20,000.00 1.000 20,000.00 10 CONSTRUCTION AREA SIGNS LS 6,000.0000 6,000.00 1.000 6,000.00 S) 11 TRAFFIC CONTROL SYSTEM LS 35,000.0000 35,000.00 1.000 35,000.00 S) 12 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.4000 3,402.00 567.000 3,061.80 S) 13 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.1000 3,465.00 5,647.000 6,211.70 S) 14 CHANNELIZER (SURFACE MOUNTED) EA 43.0000 1,677.00 45.000 1,935.00 S) 15 TEMPORARY RAILING (TYPE K) LF 12.0000 28,800.00 2,360.000 28,320.00 16 TEMPORARY CRASH CUSHION MODULE EA 300.0000 4,200.00 14.000 4,200.00 S) 17 REMOVE METAL BEAM GUARD RAILING LF 9.0000 6,930.00 803.390 7,230.51 S) 18 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 5,346.00 9,526.000 10,478.60 S) 19 REMOVE PAVEMENT MARKER EA 2.1500 516.00 617.000 1,326.55 S) 20 REMOVE CHANNELIZERS EA 10.0000 2,000.00 200.000 2,000.00 S) 21 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 3,850.00 897.000 4,485.00 22 REMOVE CONCRETE PAVEMENT SQYD 10.0000 23,700.00 2,266.000 22,660.00 PROGRAM CAS145 PAGE 2 DATE 07/09/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1X8404 TIME 09:27 AM ESTIMATE NO. 06 BID OPENING 10/29/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/15/07 R.E. NAME: OBEID, AMJAD DATE OF THIS ESTIMATE 07/09/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 7.5000 7,725.00 2,738.330 20,537.48 S) 24 REMOVE CONCRETE BARRIER LF 20.0000 9,800.00 506.000 10,120.00 25 REMOVE UNSOUND CONCRETE CF 165.0000 483,780.00 2,018.000 332,970.00 26 REMOVE CRASH CUSHION (SAND FILLED) EA 1,500.0000 3,000.00 1.000 1,500.00 S) 27 BRIDGE REMOVAL (PORTION) LS 115,000.0000 115,000.00 1.000 115,000.00 28 ROADWAY EXCAVATION CY 36.0000 120,600.00 3,224.000 116,064.00 29 ASBESTOS COMPLIANCE PLAN LS 10,000.0000 10,000.00 0.000 0.00 30 STRUCTURE EXCAVATION (BRIDGE) CY 32.0000 13,600.00 425.000 13,600.00 F) 31 STRUCTURE BACKFILL (BRIDGE) CY 40.0000 17,000.00 425.000 17,000.00 F) 32 EROSION CONTROL (COMPOST BLANKET) CY 140.0000 18,200.00 0.000 0.00 S) 33 EROSION CONTROL, BFM SQYD 4.1000 17,835.00 6,914.400 28,349.04 S) 34 CLASS 4 AGGREGATE SUBBASE CY 65.0000 1,820.00 28.000 1,820.00 35 CLASS 2 AGGREGATE BASE CY 120.0000 2,760.00 29.000 3,480.00 36 CLASS 3 AGGREGATE BASE CY 48.0000 48,960.00 613.000 29,424.00 37 LEAN CONCRETE BASE (RAPID SETTING) CY 370.0000 270,100.00 987.800 365,486.00 38 ASPHALT CONCRETE (TYPE B) TON 80.0000 2,240.00 393.000 31,440.00 39 RUBBERIZED ASPHALT CONCRETE (TYPE G) TON 230.0000 27,600.00 0.000 0.00 40 PLACE ASPHALT CONCRETE DIKE (TYPE C) LF 5.0000 385.00 77.000 385.00 41 PLACE ASPHALT CONCRETE DIKE (TYPE F) LF 5.0000 2,950.00 749.500 3,747.50 42 CONCRETE PAVEMENT (RAPID STRENGTH CY 545.0000 861,100.00 1,521.000 828,945.00 CONCRETE) 43 SEAL PAVEMENT JOINT LF 12.0000 44,760.00 2,527.000 30,324.00 44 GRIND EXISTING CONCRETE SQYD 9.7000 42,292.00 3,695.000 35,841.50 S) PAVEMENT 45 STRUCTURAL CONCRETE, BRIDGE CY 1,045.0000 165,110.00 158.000 165,110.00 F) 46 DRILL AND BOND DOWEL LF 76.0000 265,696.00 3,584.000 272,384.00 47 FURNISH PRECAST PRESTRESSED CONCRETE EA 21,600.0000 324,000.00 15.000 324,000.00 S) GIRDER (50'-60') 48 ERECT PRECAST CONCRETE GIRDER EA 1,770.0000 26,550.00 15.000 26,550.00 S) 49 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 07/09/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1X8404 TIME 09:27 AM ESTIMATE NO. 06 BID OPENING 10/29/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/15/07 R.E. NAME: OBEID, AMJAD DATE OF THIS ESTIMATE 07/09/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 51 BAR REINFORCING STEEL (BRIDGE) LB 1.2000 121,560.00 102,745.000 123,294.00 SF) 52 SHOTCRETE (STRUCTURAL SECTION) CY 2,875.0000 810,750.00 322.000 925,750.00 53 SHOTCRETE (FINISH COAT) SQFT 36.7500 915,075.00 26,900.000 988,575.00 54 METAL BEAM GUARD RAILING LF 59.0000 40,120.00 730.000 43,070.00 S) 55 CONCRETE BARRIER (TYPE 27B MODIFIED) LF 320.0000 9,600.00 50.000 16,000.00 56 CABLE RAILING LF 61.0000 6,222.00 102.000 6,222.00 57 TRANSITION RAILING (TYPE WB) EA 7,100.0000 28,400.00 4.000 28,400.00 S) 58 END CAP (TYPE A) EA 830.0000 830.00 1.000 830.00 S) 59 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,100.0000 2,200.00 2.000 2,200.00 S) 60 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,600.0000 5,600.00 1.000 5,600.00 S) 61 CRASH CUSHION (REACT 9SCBS) EA 72,000.0000 144,000.00 2.000 144,000.00 S) 62 CONCRETE BARRIER (TYPE 60) LF 115.0000 56,350.00 506.000 58,190.00 63 CONCRETE BARRIER (TYPE 732) LF 150.0000 8,100.00 50.000 7,500.00 64 CONCRETE BARRIER (TYPE 732 RETROFIT) LF 150.0000 12,000.00 0.000 0.00 65 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 5,696.00 23,233.000 7,434.56 S) 66 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9200 2,033.20 7,747.000 7,127.24 S) 67 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2700 2,381.40 9,610.000 2,594.70 S) (BROKEN 36-12) 68 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.2500 2,405.00 820.000 2,665.00 S) 69 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.4000 3,402.00 1,185.000 6,399.00 S) 70 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 45,000.0000 45,000.00 1.000 45,000.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 71 UNDERCROSSING ELECTRICAL WORK LS 3305,000.0000 3,305,000.00 1.000 3,305,000.00 S) 72 VEHICLE SPEED FEEDBACK SYSTEM LS 110,000.0000 110,000.00 1.000 110,000.00 S) 73 MODIFY LIGHTING AND SIGN ILLUMINATION LS 65,000.0000 65,000.00 1.000 65,000.00 S) 74 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 75 HAZARDOUS MATERIALS MITIGATION PLANS LS 400,000.0000 400,000.00 1.000 400,000.00 AND REPORTS 76 PREPARE CONCRETE ABUTMENT WALL SURFACE SQFT 15.8000 298,857.00 4,147.000 65,522.60 PROGRAM CAS145 PAGE 4 DATE 07/09/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1X8404 TIME 09:27 AM ESTIMATE NO. 06 BID OPENING 10/29/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/15/07 R.E. NAME: OBEID, AMJAD DATE OF THIS ESTIMATE 07/09/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 78 SPRAY MORTAR CF 1,511.0000 67,995.00 135.840 205,254.24 PROGRAM CAS145 PAGE 5 DATE 07/09/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1X8404 TIME 09:27 AM ESTIMATE NO. 06 BID OPENING 10/29/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/15/07 R.E. NAME: OBEID, AMJAD DATE OF THIS ESTIMATE 07/09/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 9,702,565.02 ADJUSTMENT OF COMPENSATION 60,378.90 2,857,677.21 EXTRA WORK 0.00 41,882.54 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 60,378.90 12,602,124.77 79 MOBILIZATION LS 1300,000.0000 1,300,000.00 1.000 1,300,000.00 ORIGINAL CONTRACT AMOUNT 11,029,765.60 TOTAL WORK COMPLETED 60,378.90 13,902,124.77 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 60,378.90 13,902,124.77 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 079 MOBILIZATION 1,102,976.56 1,300,000.00 197,023.44 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 10/29/07 33 10/30/07 10/30/07 11/15/07 33 0 0 0 100% 100% OBEID, AMJAD RESIDENT ENGINEER PROGRAM CAS145 DATE 07/09/08