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 05/25/07 EST. NO.09 TIME 07:55 AM R.E. NAME: ALIPANAH, FRED 08-358424 --------------------------------------------------------------------------- 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 0001 206.80 E.W. @ F.A.(+) 122106 N 1 0 0002 361.90 010307 N 2 0 0003 361.90 010407 N 3 0 0004 155.11 010507 N 4 0 0005 361.90 010807 N 5 0 0006 366.34 012507 N 6 0 0007 366.34 020607 N 7 0 0008 225.44 020707 N 8 0 0010 309.98 021407 N 10 0 0011 542.73 022207 N 11 0 0012 309.98 030707 N 12 0 0013 413.61 031307 N 13 0 0014 112.72 031507 N 14 0 0015 366.34 031607 N 15 0 0016 364.38 031907 N 16 0 0017 413.61 092006 N 001 0 0018 152.55 021207 N 17 0 0019 155.11 092106 N 19 0 0020 366.34 013007 N 20 0 0021 366.34 013107 N 21 0 0022 225.44 020107 N 22 0 0023 129.25 020907 N 23 0 0024 336.05 032907 N 24 0 0025 230.60 040207 N 25 0 0026 102.49 040307 N 26 0 0027 418.95 040507 N 27 0 0028 363.09 040907 N 28 0 0029 418.95 041007 N 29 0 0030 598.14 041107 N 30 0 0031 635.95 041207 N 31 0 0032 484.70 041307 N 32 0 0033 825.02 041407 N 33 0 0034 139.65 041607 N 34 0 0035 418.95 041707 N 35 0 002 0001 29,000.00 A.C. @ L.S.(+) 030507 N 001 0 40,606.65 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 40,606.65 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 05/25/07 EST. NO.09 TIME 07:55 AM R.E. NAME: ALIPANAH, FRED 08-358424 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION LABOR AND EEO -10,000.00 08 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 05/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-358424 TIME 07:55 AM ESTIMATE NO. 09 BID OPENING 03/16/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/19/07 R.E. NAME: ALIPANAH, FRED DATE OF THIS ESTIMATE 05/25/07 LOCATION SEMI-FINAL ESTIMATE 08-SBD-38-9.3/R9.6 ------------------- GRIFFITH COMPANY IN SAN BERNARDINO COUNTY IN AND P O BOX 2150 NEAR YUCAIPA FROM 1.3 KM EAST OF SANTA FE SPRINGS CA 90670 BRYANT STREET TO 0.1 KM EAST OF MILL CREEK BRIDGE FED. AID NO. ACST-P038(14)E ,P-P038(14)E WIDEN BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 FLASHING ARROW SIGN EA 3,500.0000 7,000.00 2.000 7,000.00 S) 02 REMOVE TRAFFIC STRIPE (YELLOW) M 2.8000 2,800.00 540.000 1,512.00 03 ASPHALT CONCRETE TONN 74.0000 6,956.00 45.490 3,366.26 (TYPE A, 9.5 MM MAXIMUM GRADING) 04 REINFORCED CONCRETE BACKFILL M3 260.0000 11,440.00 44.000 11,440.00 F) 05 TEMPORARY FENCE (TYPE ESA) M 46.0000 10,120.00 220.000 10,120.00 06 PREPARE WATER POLLUTION CONTROL LS 3,750.0000 3,750.00 1.000 3,750.00 PROGRAM 07 WATER POLLUTION CONTROL LS 51,600.0000 51,600.00 1.000 51,600.00 08 TEMPORARY EROSION CONTROL M2 1.7000 5,100.00 0.000 0.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 5,000.0000 5,000.00 1.000 5,000.00 10 CONSTRUCTION AREA SIGNS LS 10,200.0000 10,200.00 1.000 10,200.00 S) 11 TRAFFIC CONTROL SYSTEM LS 35,000.0000 35,000.00 1.000 35,000.00 S) 12 TEMPORARY PAVEMENT MARKING (PAINT) M2 35.0000 350.00 9.280 324.80 S) 13 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.7500 4,515.00 2,620.000 4,585.00 S) 14 CHANNELIZER (SURFACE MOUNTED) EA 28.0000 4,760.00 163.000 4,564.00 S) 15 TEMPORARY PAVEMENT MARKER EA 4.6500 1,116.00 238.000 1,106.70 S) 16 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,900.0000 17,800.00 2.000 17,800.00 S) 17 TEMPORARY RAILING (TYPE K) M 50.0000 31,000.00 618.000 30,900.00 S) 18 TEMPORARY CRASH CUSHION MODULE EA 400.0000 24,800.00 62.000 24,800.00 S) 19 TEMPORARY TRAFFIC SCREEN M 20.0000 12,400.00 428.000 8,560.00 S) 20 REMOVE METAL BEAM GUARD RAILING M 57.0000 6,840.00 118.080 6,730.56 S) 21 REMOVE TRAFFIC STRIPE M 1.7000 1,700.00 996.000 1,693.20 S) 22 REMOVE PAVEMENT MARKER LS 600.0000 600.00 1.000 600.00 PROGRAM CAS145 PAGE 2 DATE 05/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-358424 TIME 07:55 AM ESTIMATE NO. 09 BID OPENING 03/16/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/19/07 R.E. NAME: ALIPANAH, FRED DATE OF THIS ESTIMATE 05/25/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ASPHALT CONCRETE DIKE M 11.0000 4,070.00 346.000 3,806.00 24 REMOVE ASPHALT CONCRETE SURFACING M2 38.0000 14,934.00 333.000 12,654.00 25 RESET MILEPOST MARKER EA 105.0000 420.00 3.000 315.00 26 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 14,160.00 3,118.000 12,472.00 S) 27 PREPARE CONCRETE BRIDGE DECK SURFACE M2 16.0000 10,080.00 640.000 10,240.00 28 BRIDGE REMOVAL (PORTION) LS 40,000.0000 40,000.00 1.000 40,000.00 29 CLEARING AND GRUBBING LS 4,500.0000 4,500.00 1.000 4,500.00 30 ROADWAY EXCAVATION M3 100.0000 53,000.00 526.000 52,600.00 31 LEAD COMPLIANCE PLAN LS 4,500.0000 4,500.00 1.000 4,500.00 32 STRUCTURE EXCAVATION (BRIDGE) M3 400.0000 27,200.00 68.000 27,200.00 F) 33 STRUCTURE EXCAVATION (TYPE D) M3 120.0000 22,320.00 186.000 22,320.00 F) 34 STRUCTURE EXCAVATION (RETAINING WALL) M3 60.0000 61,800.00 1,030.000 61,800.00 F) 35 STRUCTURE BACKFILL (BRIDGE) M3 97.0000 12,901.00 133.000 12,901.00 F) 36 STRUCTURE BACKFILL (RETAINING WALL) M3 45.0000 30,150.00 670.000 30,150.00 F) 37 PERVIOUS BACKFILL MATERIAL (RETAINING M3 100.0000 7,000.00 70.000 7,000.00 F) WALL) 38 IMPORTED BORROW M3 78.0000 11,700.00 142.000 11,076.00 39 IMPORTED MATERIAL (SHOULDER BACKING) TONN 640.0000 1,920.00 3.000 1,920.00 40 EROSION CONTROL (BLANKET) M2 9.5000 9,500.00 663.000 6,298.50 S) 41 FIBER (EROSION CONTROL) KG 8.5000 850.00 100.000 850.00 S) 42 COMPOST (EROSION CONTROL) M3 190.0000 4,750.00 24.000 4,560.00 S) 43 PURE LIVE SEED (EROSION CONTROL) KG 100.0000 700.00 7.920 792.00 S) 44 STABILIZING EMULSION (EROSION CONTROL) KG 22.0000 880.00 40.000 880.00 S) 45 CLASS 2 AGGREGATE BASE M3 175.0000 36,750.00 162.000 28,350.00 46 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 110.0000 77,000.00 696.400 76,604.00 47 ASPHALT CONCRETE (TYPE A, 12.5-MM TONN 104.0000 61,360.00 690.000 71,760.00 MAXIMUM GRADING) 48 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 19.0000 5,700.00 173.000 3,287.00 AREA) 49 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 8.0000 200.00 20.000 160.00 PROGRAM CAS145 PAGE 3 DATE 05/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-358424 TIME 07:55 AM ESTIMATE NO. 09 BID OPENING 03/16/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/19/07 R.E. NAME: ALIPANAH, FRED DATE OF THIS ESTIMATE 05/25/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 8.0000 2,480.00 325.000 2,600.00 51 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 8.0000 472.00 19.000 152.00 52 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 750.0000 23,250.00 31.000 23,250.00 F) 53 STRUCTURAL CONCRETE, BRIDGE M3 1,500.0000 234,000.00 156.000 234,000.00 F) 54 STRUCTURAL CONCRETE, RETAINING WALL M3 800.0000 200,000.00 250.000 200,000.00 F) 55 DRILL AND BOND DOWEL M 160.0000 5,440.00 34.000 5,440.00 56 FURNISH POLYESTER CONCRETE OVERLAY M3 3,800.0000 60,800.00 16.950 64,410.00 57 PLACE POLYESTER CONCRETE OVERLAY M2 37.0000 23,680.00 640.000 23,680.00 58 JOINT SEAL (MR 30 MM) M 630.0000 3,780.00 6.000 3,780.00 S) 59 BAR REINFORCING STEEL (BRIDGE) KG 3.0000 75,900.00 25,300.000 75,900.00 SF) 60 BAR REINFORCING STEEL (RETAINING WALL) KG 2.4000 54,480.00 22,700.000 54,480.00 SF) 61 FURNISH STRUCTURAL STEEL (BRIDGE) KG 4.6500 279,000.00 60,000.000 279,000.00 SF) 62 ERECT STRUCTURAL STEEL (BRIDGE) KG 1.8000 108,000.00 60,000.000 108,000.00 SF) 63 CLEAN AND PAINT STRUCTURAL STEEL LS 27,000.0000 27,000.00 1.000 27,000.00 S) 64 600 MM CORRUGATED STEEL PIPE M 1,280.0000 3,840.00 2.400 3,072.00 (2.01 MM THICK) 65 600 MM STEEL FLARED END SECTION EA 1,570.0000 1,570.00 1.000 1,570.00 66 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 510.0000 4,080.00 8.000 4,080.00 67 ROCK SLOPE PROTECTION FABRIC M2 15.0000 195.00 16.000 240.00 68 DELINEATOR (CLASS 1) EA 53.0000 954.00 18.000 954.00 69 METAL BEAM GUARD RAILING (STEEL POST) M 280.0000 15,120.00 49.890 13,969.20 S) 70 TRANSITION RAILING (TYPE WB) EA 4,500.0000 18,000.00 4.000 18,000.00 S) 71 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,625.0000 14,500.00 4.000 14,500.00 S) 72 CONCRETE BARRIER (TYPE 736) M 320.0000 32,000.00 100.000 32,000.00 F) 73 CONCRETE BARRIER (TYPE 736A) M 360.0000 23,400.00 65.000 23,400.00 F) 74 THERMOPLASTIC TRAFFIC STRIPE M 1.6000 2,400.00 1,803.000 2,884.80 S) (SPRAYABLE) 75 PAVEMENT MARKER EA 21.0000 2,940.00 174.000 3,654.00 S) (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 4 DATE 05/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-358424 TIME 07:55 AM ESTIMATE NO. 09 BID OPENING 03/16/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/19/07 R.E. NAME: ALIPANAH, FRED DATE OF THIS ESTIMATE 05/25/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,969,664.02 ADJUSTMENT OF COMPENSATION 29,000.00 29,000.00 EXTRA WORK 11,606.65 11,606.65 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 40,606.65 2,010,270.67 76 MOBILIZATION LS 220,000.0000 220,000.00 1.000 220,000.00 ORIGINAL CONTRACT AMOUNT 2,210,473.00 TOTAL WORK COMPLETED 40,606.65 2,230,270.67 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 40,606.65 2,220,270.67 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 04/11/06 120 09/15/06 09/15/06 04/19/07 135 0 15 0 100% 100% ALIPANAH, FRED RESIDENT ENGINEER PROGRAM CAS145 DATE 05/25/07