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 10/09/07 EST. NO.80 TIME 01:03 PM R.E. NAME: HAMID MANTINPOUR 12-035724 --------------------------------------------------------------------------- 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 4448 177.50 E.W. @ F.A.(+) 013101 N 003 0 047 0012 262.40 E.W. @ F.A.(+) 021800 N 999.00 060 0006 6,636.90 E.W. @ F.A.(+) 030502 N 9999.0 154 0104 193.20 E.W. @ F.A.(+) 040102 N 001 0 0106 490.25 030107 N 2307-2 171 0204 630.76 E.W. @ F.A.(+) 092402 N 0001 0 8,391.01 TOTAL THIS ESTIMATE 9,762,020.31 TOTAL PREVIOUS ESTIMATE 9,770,411.32 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 10/09/07 EST. NO.80 TIME 01:03 PM R.E. NAME: HAMID MANTINPOUR 12-035724 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CRACKS IN RCB -109,180.00 03 CRACKS IN RCB -26,288.00 04 RETURN/CRACKS IN RCB 52,576.00 05 CRACKS IN RCB 82,892.00 08 CONCRETE FAILURE -1,050.00 24 CONCRETE FAILURE 82 -1,050.00 28 CONCRETE FAIL-I-74 -1,626.50 33 PCC GRADING FAILURE -4,478.60 36 WAGE CASE -11,542.03 45 RET WAGECASE EST 69 11,542.03 72 0.00 -8,205.10 LABOR COMPLIANCE VIOLATION DELINQUENT PAYROLLS -10,000.00 22 RETURN DEDUCTIONS 10,000.00 27 UNSATISFACTORY PAYRO -5,000.00 29 DELINQUENT PAYROLL -5,000.00 30 RET UNSATIS PAYROLL 5,000.00 32 UNSATISFACTORY PR'S -10,000.00 33 UNSAT. PAYROLL -10,000.00 35 PAYROLL UNSAT. -10,000.00 36 PAYROLL DEDUCT -10,000.00 37 KS-RS-SC-PC-GFC-OE -10,000.00 41 UNSAT. PAYROLL 35,000.00 41 AMERC/G&F CONCRETE -10,000.00 44 UNSAT. PAYROLL -1,287.44 55 UNSAT PAYROLL -1,000.00 58 UNSAT PAYROLL -1,000.00 60 RETURN UNSAT PAYROLL 1,000.00 61 WAGE CASE CLOSED 11,542.03 69 RET ALL PAYROLL DEDU 20,745.41 72 0.00 0.00 OTHER OUTSTANDING DOCUMENTS NON-SUB. HC43 -10,000.00 62 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -18,205.10 PROGRAM CAS145 PAGE 1 DATE 10/09/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 01:03 PM ESTIMATE NO. 80 BID OPENING 03/26/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/09/03 R.E. NAME: HAMID MANTINPOUR DATE OF THIS ESTIMATE 10/09/07 LOCATION SEMI-FINAL ESTIMATE 12-ORA-5-41.5/43.5 ------------------- MCM CONSTUCTION INC. IN ORANGE COUNTY IN ANAHEIM, P O BOX 620 FULLERTON AND BUENA PARK FROM 0.4 NORTH HIGHLAND CA 95660 MILE SOUTH OF MAGNOLIA AVENUE OVERCROSSING TO 0.1 MILE NORTH OF BEACH BOULEVARD FED. AID NO. N O N E WIDEN FREEWAY, CONSTRUCT BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 15,000.0000 15,000.00 1.000 15,000.00 02 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 1.000 5,000.00 PLAN 03 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 1.000 50,000.00 04 CONSTRUCTION AREA SIGNS LS 12,000.0000 12,000.00 1.000 12,000.00 S) 05 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 1.000 150,000.00 S) 06 TYPE III BARRICADE EA 75.0000 8,250.00 17.000 1,275.00 07 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 16,100.00 376.000 13,160.00 08 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 1.000 25,000.00 09 TEMPORARY RAILING (TYPE K) LF 6.0000 366,000.00 78,929.000 473,574.00 10 TEMPORARY CRASH CUSHION MODULE EA 250.0000 82,500.00 122.000 30,500.00 S) 11 TEMPORARY TRAFFIC SCREEN LF 2.0000 83,400.00 41,700.000 83,400.00 12 ABANDON CULVERT EA 2,500.0000 2,500.00 4.000 10,000.00 13 ABANDON SEWER LF 19.0000 47,500.00 2,500.000 47,500.00 14 ABANDON SEWER MANHOLE EA 1,700.0000 13,600.00 8.000 13,600.00 15 REMOVE CHAIN LINK FENCE LF 1.3000 9,607.00 12,466.000 16,205.80 16 REMOVE METAL BEAM GUARD RAILING LF 3.5000 20,685.00 4,796.500 16,787.75 17 REMOVE DOUBLE METAL BEAM BARRIER LF 4.0000 17,200.00 4,075.000 16,300.00 18 REMOVE PAINTED TRAFFIC STRIPE LF 0.4000 19,480.00 256,439.000 102,575.60 19 REMOVE PAVEMENT MARKER EA 2.0000 4,380.00 18,399.000 36,798.00 20 REMOVE ROADSIDE SIGN EA 50.0000 5,500.00 110.000 5,500.00 21 REMOVE SIGN STRUCTURE EA 3,000.0000 30,000.00 7.670 23,010.00 22 REMOVE CULVERT LF 50.0000 11,000.00 398.000 19,900.00 PROGRAM CAS145 PAGE 2 DATE 10/09/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 01:03 PM ESTIMATE NO. 80 BID OPENING 03/26/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/09/03 R.E. NAME: HAMID MANTINPOUR DATE OF THIS ESTIMATE 10/09/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PIPE LF 20.0000 108,000.00 6,396.000 127,920.00 24 REMOVE INLET EA 630.0000 11,970.00 43.000 27,090.00 25 REMOVE HEADWALL EA 600.0000 3,000.00 10.000 6,000.00 26 REMOVE RETAINING WALL SQFT 1.5000 19,050.00 0.000 0.00 27 REMOVE RETAINING WALL (PORTION) LF 30.0000 4,500.00 0.000 0.00 28 REMOVE MASONARY BLOCKWALL LF 6.0000 14,100.00 1,266.000 7,596.00 29 REMOVE CONCRETE PAVEMENT SQYD 2.0000 88,000.00 88,337.500 176,675.00 30 RELOCATE SIGN PANEL EA 1,200.0000 2,400.00 0.000 0.00 31 ADJUST SEWER MANHOLE EA 750.0000 1,500.00 5.000 3,750.00 32 MODIFY SEWER MANHOLE EA 10,000.0000 20,000.00 2.000 20,000.00 33 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 1,650.00 6,930.110 34,650.55 (.25' MAXIMUM) 34 REMOVE CONCRETE CURB LF 1.0000 17,800.00 16,250.000 16,250.00 35 REMOVE CONCRETE (CROSS GUTTER) SQYD 4.0000 800.00 800.400 3,201.60 36 REMOVE CONCRETE (SIDEWALK) SQYD 2.0000 8,640.00 3,598.500 7,197.00 37 REMOVE CONCRETE (CHANNEL) CY 20.0000 10,600.00 1,362.860 27,257.20 38 REMOVE CONCRETE BARRIER LF 10.0000 2,100.00 0.000 0.00 39 CAP SEWER MANHOLE EA 3,000.0000 3,000.00 1.000 3,000.00 40 REMOVE CRASH CUSHION EA 1,000.0000 1,000.00 0.000 0.00 41 BRIDGE REMOVAL, LOCATION A LS 70,000.0000 70,000.00 1.000 70,000.00 42 BRIDGE REMOVAL, LOCATION B LS 30,000.0000 30,000.00 1.000 30,000.00 43 BRIDGE REMOVAL (PORTION), LOCATION A LS 10,000.0000 10,000.00 1.000 10,000.00 44 BRIDGE REMOVAL (PORTION), LOCATION B LS 6,000.0000 6,000.00 1.000 6,000.00 45 BRIDGE REMOVAL (PORTION), LOCATION C LS 2,000.0000 2,000.00 1.000 2,000.00 46 CLEARING AND GRUBBING LS 67,500.0000 67,500.00 1.000 67,500.00 47 ROADWAY EXCAVATION CY 10.0000 526,000.00 292,622.500 2,926,225.00 48 STRUCTURE EXCAVATION (BRIDGE) CY 50.0000 883,300.00 17,676.000 883,800.00 F) 49 STRUCTURE EXCAVATION (RETAINING WALL) CY 30.0000 431,910.00 14,487.000 434,610.00 F) PROGRAM CAS145 PAGE 3 DATE 10/09/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 01:03 PM ESTIMATE NO. 80 BID OPENING 03/26/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/09/03 R.E. NAME: HAMID MANTINPOUR DATE OF THIS ESTIMATE 10/09/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE BACKFILL (BRIDGE) CY 25.0000 311,800.00 12,462.000 311,550.00 F) 51 STRUCTURE BACKFILL (RETAINING WALL) CY 18.0000 369,108.00 21,574.000 388,332.00 F) 52 PERVIOUS BACKFILL MATERIAL CY 30.0000 1,800.00 60.000 1,800.00 F) 53 PERVIOUS BACKFILL MATERIAL (RETAINING CY 30.0000 39,960.00 1,487.500 44,625.00 F) WALL) 54 SAND BACKFILL CY 115.0000 1,150.00 757.000 87,055.00 55 DITCH EXCAVATION CY 9.0000 8,010.00 0.000 0.00 56 EARTH RETAINING STRUCTURE SQFT 30.0000 360,000.00 12,000.000 360,000.00 F) 57 IMPORTED BORROW CY 0.0100 1,570.00 14,249.000 142.49 58 HIGHWAY PLANTING LS 7,000.0000 7,000.00 1.000 7,000.00 S) 59 EROSION CONTROL ACRE 1,500.0000 45,000.00 10.500 15,750.00 S) 60 PLANT ESTABLISHMENT WORK LS 3,000.0000 3,000.00 1.000 3,000.00 S) 61 IRRIGATION SYSTEM LS 25,000.0000 25,000.00 1.000 25,000.00 S) 62 WATER METER LS 9,500.0000 9,500.00 1.000 9,500.00 S) 63 10" CORRUGATED HIGH DENSITY LF 45.0000 6,300.00 83.000 3,735.00 S) POLYETHYLENE PIPE CONDUIT 64 CLASS 2 AGGREGATE BASE CY 14.0000 537,600.00 41,204.210 576,858.94 65 CLASS 3 AGGREGATE BASE CY 16.0000 22,080.00 1,214.600 19,433.60 66 LEAN CONCRETE BASE CY 95.0000 155,800.00 1,636.800 155,496.00 67 ASPHALT TREATED PERMEABLE BASE CY 40.0000 732,000.00 20,487.900 819,516.00 68 ASPHALT CONCRETE (BRIDGE) TON 100.0000 4,600.00 0.000 0.00 69 ASPHALT CONCRETE TON 30.0000 807,000.00 33,770.140 1,013,104.20 70 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 8.0000 105,600.00 7,351.630 58,813.04 AREA) 71 PLACE ASPHALT CONCRETE DIKE (TYPE A) LF 1.5000 7,290.00 3,696.000 5,544.00 72 PLACE ASPHALT CONCRETE DIKE (TYPE E) LF 1.5000 22,650.00 11,834.000 17,751.00 73 PLACE ASPHALT CONCRETE DIKE (TYPE F) LF 1.5000 1,125.00 1,278.000 1,917.00 74 CONCRETE PAVEMENT CY 90.0000 3,753,000.00 46,279.900 4,165,191.00 75 SEAL PAVEMENT JOINT LF 1.1500 72,680.00 155,267.000 178,557.05 76 FURNISH 16" STEEL PIPE PILING LF 24.0000 112,320.00 4,680.000 112,320.00 PROGRAM CAS145 PAGE 4 DATE 10/09/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 01:03 PM ESTIMATE NO. 80 BID OPENING 03/26/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/09/03 R.E. NAME: HAMID MANTINPOUR DATE OF THIS ESTIMATE 10/09/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 DRIVE 16" STEEL PIPE PILE EA 600.0000 49,800.00 83.000 49,800.00 S) 78 144" CAST-IN-DRILLED-HOLE CONCRETE LF 1,500.0000 330,000.00 217.000 325,500.00 S) PILING 79 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 30.0000 20,400.00 674.000 20,220.00 S) (PILASTER) 80 FURNISH PILING (CLASS 100) LF 12.0000 111,600.00 9,300.000 111,600.00 81 DRIVE PILE (CLASS 100) EA 600.0000 122,400.00 204.000 122,400.00 S) 82 FURNISH PILING (CLASS 70) LF 11.5000 330,970.00 28,780.000 330,970.00 83 DRIVE PILE (CLASS 70) EA 600.0000 351,000.00 585.000 351,000.00 S) 84 FURNISH PILING (CLASS 45) LF 11.0000 739,937.00 67,768.230 745,450.53 85 DRIVE PILE (CLASS 45) EA 600.0000 1,016,400.00 1,706.000 1,023,600.00 S) 86 FURNISH 16" CAST-IN-STEEL SHELL LF 29.0000 1,516,700.00 52,300.090 1,516,702.61 CONCRETE PILING 87 FURNISH STATE FURNISHED 16" CAST-IN- LF 1.0000 5,400.00 6,769.000 6,769.00 STEEL SHELL CONCRETE PILING 88 DRIVE 16" CAST-IN-STEEL SHELL CONCRETE EA 800.0000 888,000.00 1,112.000 889,600.00 S) PILE 89 16" CAST-IN-DRILLED-HOLE CONCRETE LF 20.0000 17,000.00 850.000 17,000.00 S) PILING (BARRIER) 90 PRESTRESSING CAST-IN-PLACE CONCRETE LS 950,000.0000 950,000.00 1.000 950,000.00 S) 91 TIEBACK ANCHOR EA 1,800.0000 99,000.00 56.000 100,800.00 92 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 200.0000 1,240,400.00 6,207.000 1,241,400.00 F) 93 STRUCTURAL CONCRETE, BRIDGE CY 295.0000 11,159,260.00 37,828.000 11,159,260.00 F) 94 STRUCTURAL CONCRETE, RETAINING WALL CY 220.0000 1,708,740.00 7,827.000 1,721,940.00 F) 95 STRUCTURAL CONCRETE, APPROACH SLAB CY 250.0000 25,500.00 102.000 25,500.00 F) (TYPE EQ MODIFIED) 96 STRUCTURAL CONCRETE, APPROACH SLAB CY 200.0000 64,200.00 364.000 72,800.00 F) (TYPE N) 97 CLASS A CONCRETE (BOX CULVERT) CY 400.0000 1,406,000.00 3,539.000 1,415,600.00 F) 98 PRECAST CONCRETE BOX LF 500.0000 80,000.00 160.000 80,000.00 99 MINOR CONCRETE (MINOR STRUCTURE) CY 850.0000 269,450.00 381.710 324,453.50 F) 00 SOUND WALL CAP LF 7.0000 30,436.00 4,429.000 31,003.00 F) 01 PILASTER, SOUND WALL CY 500.0000 134,500.00 192.000 96,000.00 SF) 02 PILASTER, RETAINING WALL CY 400.0000 11,200.00 28.000 11,200.00 F) 03 PILASTER, OVERCROSSING EA 1,000.0000 4,000.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 10/09/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 01:03 PM ESTIMATE NO. 80 BID OPENING 03/26/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/09/03 R.E. NAME: HAMID MANTINPOUR DATE OF THIS ESTIMATE 10/09/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CONCRETE SURFACE TEXTURE SQFT 3.5000 181,492.50 54,931.000 192,258.50 F) 05 FRACTURED RIB TEXTURE SQFT 2.5000 1,950.00 780.000 1,950.00 F) 06 DRILL AND BOND DOWEL LF 15.0000 25,200.00 1,827.000 27,405.00 F) 07 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 75.0000 50,400.00 672.000 50,400.00 08 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,000.0000 56,000.00 8.000 56,000.00 GIRDER (60'-70') 09 ERECT PRECAST PRESTRESSED CONCRETE EA 900.0000 7,200.00 8.000 7,200.00 S) GIRDER 10 REFINISH BRIDGE DECK SQFT 7.0000 11,032.00 1,637.000 11,459.00 F) 11 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 7.0000 123,851.00 17,715.000 124,005.00 SF) 12 SOUND WALL (MASONRY BLOCK) SQFT 12.0000 471,996.00 45,048.000 540,576.00 SF) 13 PTFE BEARING EA 2,200.0000 35,200.00 16.000 35,200.00 S) 14 PTFE SPHERICAL BEARING EA 1,900.0000 53,200.00 28.000 53,200.00 S) 15 JOINT SEAL ASSEMBLY (MR 4 1/2") LF 250.0000 20,500.00 82.000 20,500.00 S) 16 JOINT SEAL ASSEMBLY (MR 5 1/2") LF 280.0000 23,800.00 85.000 23,800.00 S) 17 JOINT SEAL ASSEMBLY (MR 6 1/2") LF 800.0000 288,000.00 360.000 288,000.00 S) 18 JOINT SEAL (TYPE A MODIFIED) LF 15.0000 8,250.00 126.000 1,890.00 S) 19 JOINT SEAL ASSEMBLY (MR 9 1/2") LF 500.0000 40,500.00 81.000 40,500.00 S) 20 JOINT SEAL ASSEMBLY (MR 10 1/2") LF 550.0000 22,550.00 41.000 22,550.00 S) 21 JOINT SEAL ASSEMBLY (MR 12") LF 580.0000 23,780.00 41.000 23,780.00 S) 22 JOINT SEAL ASSEMBLY (MR 12 1/2") LF 600.0000 24,600.00 41.000 24,600.00 S) 23 JOINT SEAL ASSEMBLY (MR 13") LF 630.0000 25,830.00 41.000 25,830.00 S) 24 BAR REINFORCING STEEL (BRIDGE) LB 0.4500 4,474,260.00 9,914,536.000 4,461,541.20 SF) 25 BAR REINFORCING STEEL (RETAINING WALL) LB 0.4700 395,282.22 860,433.000 404,403.51 SF) 26 BAR REINFORCING STEEL (BOX CULVERT) LB 0.4000 456,725.20 1,145,699.000 458,279.60 SF) 27 ISOLATION CASING LB 3.0000 22,650.00 7,550.000 22,650.00 SF) 28 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 1.7500 14,420.00 8,240.000 14,420.00 F) 29 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.5000 4,120.00 8,240.000 4,120.00 SF) 30 FURNISH SIGN STRUCTURE (TRUSS) LB 1.7500 221,812.50 137,980.000 241,465.00 F) PROGRAM CAS145 PAGE 6 DATE 10/09/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 01:03 PM ESTIMATE NO. 80 BID OPENING 03/26/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/09/03 R.E. NAME: HAMID MANTINPOUR DATE OF THIS ESTIMATE 10/09/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 INSTALL SIGN STRUCTURE (TRUSS) LB 0.4000 50,700.00 137,980.000 55,192.00 SF) 32 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 225.0000 8,100.00 15.000 3,375.00 S) (SIGN FOUNDATION) 33 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 250.0000 62,500.00 249.200 62,300.00 S) (SIGN FOUNDATION) 34 METAL (RAIL MOUNTED SIGN) LB 6.0000 3,720.00 616.000 3,696.00 35 ROADSIDE SIGN - ONE POST EA 120.0000 7,920.00 66.000 7,920.00 36 ROADSIDE SIGN - TWO POST EA 200.0000 3,000.00 15.000 3,000.00 37 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,300.00 13.000 1,300.00 METHOD) 38 INSTALL SIGN OVERLAY SQFT 20.0000 180.00 0.000 0.00 39 INSTALL SIGN PANEL EA 600.0000 600.00 0.000 0.00 40 ABUTMENT LUMBER BLOCKING MFBM 2,000.0000 18,800.00 9.400 18,800.00 F) 41 PAINT CONCRETE SURFACES SQFT 1.0000 53,376.00 81,496.000 81,496.00 F) 42 CLEAN AND PAINT STEEL PILING LS 2,000.0000 2,000.00 1.000 2,000.00 S) 43 18" ALTERNATIVE PIPE CULVERT LF 30.0000 32,100.00 1,872.000 56,160.00 44 24" ALTERNATIVE PIPE CULVERT LF 35.0000 243,950.00 8,605.000 301,175.00 45 36" ALTERNATIVE PIPE CULVERT LF 55.0000 22,000.00 416.000 22,880.00 46 18" REINFORCED CONCRETE PIPE LF 36.0000 14,400.00 386.000 13,896.00 47 24" REINFORCED CONCRETE PIPE LF 45.0000 22,950.00 596.000 26,820.00 48 36" REINFORCED CONCRETE PIPE LF 56.0000 101,920.00 1,768.000 99,008.00 49 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 50 JACKED 24" REINFORCED CONCRETE PIPE LF 400.0000 28,800.00 72.000 28,800.00 (CLASS III) 51 JACKED 36" REINFORCED CONCRETE PIPE LF 525.0000 63,000.00 152.000 79,800.00 (CLASS III) 52 18" SLOTTED CORRUGATED STEEL PIPE LF 70.0000 70,700.00 948.000 66,360.00 (0.138" THICK) 53 3" PLASTIC PIPE (EDGE DRAIN) LF 5.0000 61,500.00 13,415.000 67,075.00 54 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 15.0000 26,250.00 2,254.000 33,810.00 55 6" WELDED STEEL PIPE (.134" THICK) LF 35.0000 25,900.00 176.000 6,160.00 56 8" NAVY JET FUEL LINE LS 400,000.0000 400,000.00 1.000 400,000.00 57 8" WELDED STEEL PIPE (.134" THICK) LF 45.0000 4,140.00 669.000 30,105.00 PROGRAM CAS145 PAGE 7 DATE 10/09/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 01:03 PM ESTIMATE NO. 80 BID OPENING 03/26/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/09/03 R.E. NAME: HAMID MANTINPOUR DATE OF THIS ESTIMATE 10/09/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 JACKED 42" WELDED STEEL PIPE LF 520.0000 317,200.00 605.000 314,600.00 (.75" THICK) 59 JACKED 72" WELDED STEEL PIPE LF 780.0000 312,000.00 400.000 312,000.00 (.75" THICK) 60 36" PRECAST CONCRETE PIPE MANHOLE LF 300.0000 8,100.00 42.000 12,600.00 61 72" PRECAST CONCRETE PIPE SEWER MANHOLE LF 750.0000 69,750.00 96.000 72,000.00 S) 62 24" CLAY SEWER PIPE LF 140.0000 256,200.00 1,868.000 261,520.00 S) 63 39" CLAY SEWER PIPE LF 240.0000 264,000.00 1,121.000 269,040.00 S) 64 60" PRECAST CONCRETE PIPE SEWER MANHOLE LF 780.0000 78,000.00 103.000 80,340.00 S) 65 ROCK SLOPE PROTECTION CY 100.0000 1,100.00 15.260 1,526.00 (FACING, METHOD B) 66 CONCRETE (DITCH LINING) CY 150.0000 108,000.00 9.000 1,350.00 67 MINOR CONCRETE (MISCELLANEOUS CY 170.0000 226,100.00 1,684.050 286,288.50 CONSTRUCTION) 68 MINOR CONCRETE CY 600.0000 13,200.00 0.700 420.00 (PATTERN STAMPED CONCRETE) 69 MINOR CONCRETE (GUTTER) LF 25.0000 3,000.00 133.000 3,325.00 70 MISCELLANEOUS IRON AND STEEL LB 1.0000 62,806.00 68,189.000 68,189.00 SF) 71 MISCELLANEOUS METAL LB 3.0000 108,000.00 36,000.000 108,000.00 SF)(RESTRAINER - CABLE TYPE) 72 MISCELLANEOUS METAL (BRIDGE) LB 2.5000 50,350.00 20,140.000 50,350.00 SF) 73 MISCELLANEOUS METAL (RETAINING WALL) LB 4.0000 1,080.00 270.000 1,080.00 SF) 74 BRIDGE DECK DRAINAGE SYSTEM LB 3.0000 185,550.00 61,850.000 185,550.00 SF) 75 CHAIN LINK FENCE (TYPE CL-6) LF 7.5000 13,575.00 8,790.000 65,925.00 S) 76 6' CHAIN LINK GATE (TYPE CL-6) EA 350.0000 350.00 0.000 0.00 S) 77 15" CHAIN LINK GATE (TYPE CL-6) EA 600.0000 1,200.00 7.000 4,200.00 S) 78 DELINEATOR (CLASS 1) EA 35.0000 1,190.00 34.000 1,190.00 79 INSTALL MEDIAN MILEAGE PANEL EA 300.0000 2,400.00 8.000 2,400.00 80 CHAIN LINK RAILING (TYPE 7) LF 26.0000 100,074.00 4,468.000 116,168.00 SF) 81 CONCRETE BARRIER (TYPE 25) LF 27.0000 360,477.00 13,351.000 360,477.00 F) 82 CONCRETE BARRIER (TYPE 25A) LF 27.5000 7,590.00 276.000 7,590.00 F) 83 CONCRETE BARRIER (TYPE 25 MODIFIED) LF 28.0000 15,848.00 566.000 15,848.00 F) 84 CONCRETE BARRIER (TYPE 25R) LF 34.0000 3,332.00 98.000 3,332.00 F) PROGRAM CAS145 PAGE 8 DATE 10/09/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 01:03 PM ESTIMATE NO. 80 BID OPENING 03/26/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/09/03 R.E. NAME: HAMID MANTINPOUR DATE OF THIS ESTIMATE 10/09/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 38.0000 5,282.00 139.000 5,282.00 F) 86 CONCRETE BARRIER (TYPE 27A MODIFIED) LF 40.0000 105,520.00 2,638.000 105,520.00 F) 87 CONCRETE BARRIER (TYPE 27A) LF 36.0000 32,256.00 877.000 31,572.00 F) 88 CONCRETE BARRIER (TYPE 27B MOD) LF 39.0000 3,003.00 991.000 38,649.00 89 CONCRETE BARRIER (TYPE 27SV) LF 44.0000 11,880.00 270.000 11,880.00 F) 90 CONCRETE BARRIER (TYPE 27 MODIFIED) LF 37.0000 2,479.00 67.000 2,479.00 F) 91 CONCRETE BARRIER (TYPE 29M) LF 42.0000 77,532.00 1,846.000 77,532.00 F) 92 CONCRETE BARRIER (TYPE 60) LF 30.0000 147,300.00 9,517.000 285,510.00 93 CONCRETE BARRIER (TYPE 60 MOD) LF 40.0000 31,200.00 185.000 7,400.00 94 CONCRETE BARRIER (TYPE 60C) LF 42.0000 240,660.00 7,894.000 331,548.00 F) 95 CONCRETE BARRIER (TYPE 60C MOD) LF 46.0000 95,266.00 1,521.000 69,966.00 F) 96 CONCRETE BARRIER (TYPE 60D) LF 30.0000 1,470.00 1,894.000 56,820.00 F) 97 CONCRETE BARRIER (TYPE 60D MOD) LF 50.0000 66,000.00 844.000 42,200.00 F) 98 CONCRETE BARRIER (TYPE 60E MOD) LF 80.0000 40,000.00 474.000 37,920.00 99 CABLE RAILING LF 9.0000 1,674.00 0.000 0.00 SF) 00 CRASH CUSHION ATTENUATING TERMINAL EA 5,000.0000 115,000.00 27.000 135,000.00 S) (C.A.T.) 01 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 43,200.00 200,984.000 60,295.20 S) 02 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 13,800.00 23,096.000 13,857.60 S) 03 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 3,681.00 10,771.000 4,846.95 S) (BROKEN 12-3) 04 THERMOPLASTIC PAVEMENT MARKING SQFT 3.7500 32,662.50 7,746.000 29,047.50 S) 05 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3400 102.00 0.000 0.00 S) (BROKEN 6-1) 06 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3400 754.80 5,835.000 1,983.90 S) (BROKEN 17-7) 07 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2400 67,200.00 317,762.000 76,262.88 S) 08 PAINT PAVEMENT MARKING SQFT 1.5000 4,800.00 3,503.000 5,254.50 S) 09 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 18,100.00 19,379.000 19,379.00 S) 10 PAVEMENT MARKER (REFLECTIVE) EA 3.2500 46,475.00 19,304.000 62,738.00 S) 11 SIGNAL AND LIGHTING LS 60,000.0000 60,000.00 0.900 54,000.00 S) (CITY STREET LOCATION 1) PROGRAM CAS145 PAGE 9 DATE 10/09/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 01:03 PM ESTIMATE NO. 80 BID OPENING 03/26/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/09/03 R.E. NAME: HAMID MANTINPOUR DATE OF THIS ESTIMATE 10/09/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 MODIFY SIGNAL AND LIGHTING LS 20,000.0000 20,000.00 0.900 18,000.00 S) (CITY STREET, LOCATION 2) 13 LIGHTING (CITY STREET) LS 75,000.0000 75,000.00 1.000 75,000.00 S) 14 LIGHTING AND SIGN ILLUMINATION LS 150,000.0000 150,000.00 1.000 150,000.00 S) 15 HIGH MAST LIGHTING SYSTEM LS 250,000.0000 250,000.00 1.000 250,000.00 S) 16 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 2,000.0000 4,000.00 2.000 4,000.00 S) 17 INTERCONNECTION CONDUIT AND CABLE LS 5,000.0000 5,000.00 1.000 5,000.00 S) 18 COMMUNICATION CONDUIT LS 200,000.0000 200,000.00 1.000 200,000.00 S) 19 TRAFFIC MONITORING STATION LS 50,000.0000 50,000.00 1.000 50,000.00 S) 20 CLOSED CIRCUIT TELEVISION SYSTEM LS 100,000.0000 100,000.00 1.000 100,000.00 S) 21 RAMP METERING SYSTEM (LOCATION 1) LS 40,000.0000 40,000.00 1.000 40,000.00 S) 22 RAMP METERING SYSTEM (LOCATION 2) LS 40,000.0000 40,000.00 1.000 40,000.00 S) 23 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 60,000.0000 60,000.00 1.000 60,000.00 S) 24 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 60,000.0000 60,000.00 1.000 60,000.00 S) 25 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 60,000.0000 60,000.00 1.000 60,000.00 S) 26 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 27 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 553.00 780.000 546.00 (BROKEN 36-12) 28 SIGNAL AND LIGHTING (LOCATION 4) LS 50,000.0000 50,000.00 1.000 50,000.00 29 COMMUNICATION SYSTEM LS 5,000.0000 5,000.00 1.000 5,000.00 (CITY OF BUENA PARK) PROGRAM CAS145 PAGE 10 DATE 10/09/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 01:03 PM ESTIMATE NO. 80 BID OPENING 03/26/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/09/03 R.E. NAME: HAMID MANTINPOUR DATE OF THIS ESTIMATE 10/09/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 51,169,277.30 ADJUSTMENT OF COMPENSATION 0.00 2,794,641.71 EXTRA WORK 8,391.01 6,975,769.61 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 8,391.01 60,939,688.62 30 MOBILIZATION LS 5024,829.0000 5,024,829.00 1.000 5,024,829.00 ORIGINAL CONTRACT AMOUNT 51,991,316.72 TOTAL WORK COMPLETED 8,391.01 65,964,517.62 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -18,205.10 TOTAL 8,391.01 65,946,312.52 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 04/17/98 942 05/02/98 05/02/98 04/09/03 1784 0 58 0 100% 100% HAMID MANTINPOUR RESIDENT ENGINEER PROGRAM CAS145 DATE 10/09/07