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 03/07/06 EST. NO.71 TIME 01:09 PM R.E. NAME: MATINPOUR, HAMID 12-012634 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 03/07/06 EST. NO.71 TIME 01:09 PM R.E. NAME: MATINPOUR, HAMID 12-012634 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ITM#73 GRADATION -1,125.00 10 ITM#74 GRADATION -3,846.74 10 ITM#80 GRADATION -1,050.00 10 DELINQUENT PAYROLL -15,000.00 30 RTRN EST #30 DEDUCT 15,000.00 67 0.00 -6,021.74 LABOR COMPLIANCE VIOLATION DELINQUENT PAYROLLS -4,000.00 23 DELINQUENT PAYROLLS -10,000.00 24 DELINQUENT PAYROLL -5,000.00 26 DELINQUENT PAYROLL -5,000.00 27 RETURN DEDUCT 15,000.00 28 DELINQUENT PAYROLL -10,000.00 30 SATIS.PAYROLL 15,000.00 32 UNSATIS.PAYROLL -10,000.00 33 DELINQUENT PAYROLLS -10,000.00 36 SATISFACTORY PAYROLL 14,000.00 36 UNSATIS. PAYROLL -10,000.00 37 CONTINENTAL/FEN/-CPR -10,000.00 39 RET. UNSATIS.PAYROLL 20,000.00 40 CONTINENTAL FENCE -10,000.00 41 RTRN LCV DEDUCTION 20,000.00 67 0.00 0.00 OTHER OUTSTANDING DOCUMENTS NONSUB. HC43/FHWA47 -10,000.00 60 RETRN OF NONSUB FHWA 10,000.00 65 0.00 0.00 TOTAL DEDUCTIONS 0.00 -6,021.74 PROGRAM CAS145 PAGE 1 DATE 03/07/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012634 TIME 01:09 PM ESTIMATE NO. 71 BID OPENING 10/23/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/03/02 R.E. NAME: MATINPOUR, HAMID DATE OF THIS ESTIMATE 03/07/06 LOCATION RERUN FINAL ESTIMATE 12-ORA-5-39.9/41.5 -------------------- MCM CONSTRUCTION, INC. IN ANAHEIM FROM 0.2 MI S/O CRESCENT 8442 KASS DR. AVE TO 0.6 MI N/O LA PALMA AVE BUENA PARK, CA 90621 SEG D FED. AID NO. ACIM-005 -2(868)N 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 0.460 6,900.00 02 TEMPORARY FENCE (TYPE BW) LF 3.0000 13,710.00 6,870.000 20,610.00 S) 03 24" TEMPORARY CULVERT LF 35.0000 23,450.00 230.000 8,050.00 04 36" TEMPORARY INLET EA 1,200.0000 7,200.00 5.000 6,000.00 05 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 1.000 2,500.00 PLAN 06 WATER POLLUTION CONTROL LS 30,000.0000 30,000.00 1.000 30,000.00 07 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 1.000 35,000.00 08 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 1.000 100,000.00 09 TYPE III BARRICADE EA 100.0000 5,800.00 63.000 6,300.00 10 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 1.0000 8,100.00 9,266.000 9,266.00 S) 11 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1800 43,380.00 294,646.000 53,036.28 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 7,700.00 389.000 13,615.00 13 TEMPORARY PAVEMENT MARKER EA 4.0000 42,400.00 18,051.000 72,204.00 S) 14 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,000.0000 48,000.00 4.000 48,000.00 15 TEMPORARY RAILING (TYPE K) LF 6.0000 520,800.00 54,440.000 326,640.00 S) 16 TEMPORARY CRASH CUSHION MODULE EA 250.0000 93,000.00 157.000 39,250.00 S) 17 TEMPORARY TRAFFIC SCREEN LF 2.0000 70,200.00 13,530.000 27,060.00 18 TEMPORARY RETAINING WALL SQFT 22.0000 495,000.00 14,804.500 325,699.00 19 ABANDON CULVERT EA 700.0000 6,300.00 8.000 5,600.00 20 REMOVE CHAIN LINK FENCE LF 1.5000 22,200.00 9,417.000 14,125.50 21 REMOVE TUTHILL GUARDRAIL LF 3.5000 3,780.00 1,090.000 3,815.00 22 REMOVE METAL BEAM GUARD RAILING LF 5.0000 52,000.00 10,428.000 52,140.00 PROGRAM CAS145 PAGE 2 DATE 03/07/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012634 TIME 01:09 PM ESTIMATE NO. 71 BID OPENING 10/23/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/03/02 R.E. NAME: MATINPOUR, HAMID DATE OF THIS ESTIMATE 03/07/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE DOUBLE METAL BEAM BARRIER LF 7.0000 58,100.00 8,300.000 58,100.00 24 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 38,750.00 169,700.000 84,850.00 25 REMOVE PAVEMENT MARKING SQFT 2.0000 5,340.00 3,297.000 6,594.00 26 REMOVE ROADSIDE SIGN EA 100.0000 12,000.00 120.000 12,000.00 27 REMOVE SIGN STRUCTURE EA 2,500.0000 22,500.00 10.000 25,000.00 28 REMOVE CULVERT LF 15.0000 57,450.00 4,780.000 71,700.00 29 REMOVE INLET EA 700.0000 12,600.00 44.000 30,800.00 30 REMOVE HEADWALL EA 700.0000 14,700.00 21.000 14,700.00 31 REMOVE RETAINING WALL SQYD 11.0000 20,350.00 793.000 8,723.00 32 REMOVE BASE AND SURFACING CY 8.0000 7,760.00 970.000 7,760.00 33 RECONSTRUCT CHAIN LINK GATE EA 600.0000 1,200.00 2.000 1,200.00 S) 34 RELOCATE ROADSIDE SIGN EA 200.0000 800.00 4.000 800.00 35 ADJUST VALVE COVER TO GRADE EA 300.0000 12,600.00 56.000 16,800.00 36 ADJUST MANHOLE TO GRADE EA 400.0000 8,800.00 20.000 8,000.00 37 MODIFY INLET EA 1,500.0000 3,000.00 1.000 1,500.00 38 MODIFY SEWER MANHOLE EA 2,000.0000 8,000.00 6.000 12,000.00 39 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 9,420.00 2,158.000 6,474.00 S) 40 REMOVE CONCRETE CY 30.0000 9,900.00 542.000 16,260.00 41 REMOVE CONCRETE (SIDEWALK, DRIVEWAY AND SQYD 2.0000 3,200.00 2,184.000 4,368.00 GUTTER) 42 REMOVE CONCRETE (CURB AND GUTTER) LF 2.5000 6,425.00 3,441.000 8,602.50 43 REMOVE SOUND WALL SQYD 6.0000 40,740.00 6,790.000 40,740.00 44 REMOVE BLOCK FENCE SQYD 30.0000 2,250.00 94.000 2,820.00 45 BRIDGE REMOVAL, LOCATION A LS 50,000.0000 50,000.00 1.000 50,000.00 46 BRIDGE REMOVAL, LOCATION B LS 140,000.0000 140,000.00 1.000 140,000.00 47 BRIDGE REMOVAL, LOCATION C LS 78,000.0000 78,000.00 1.000 78,000.00 48 BRIDGE REMOVAL, LOCATION D LS 10,000.0000 10,000.00 1.000 10,000.00 49 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000.00 PROGRAM CAS145 PAGE 3 DATE 03/07/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012634 TIME 01:09 PM ESTIMATE NO. 71 BID OPENING 10/23/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/03/02 R.E. NAME: MATINPOUR, HAMID DATE OF THIS ESTIMATE 03/07/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 1.000 5,000.00 51 ROADWAY EXCAVATION CY 3.5000 1,162,000.00 317,455.000 1,111,092.50 52 STRUCTURE EXCAVATION (BRIDGE) CY 20.0000 756,340.00 37,802.230 756,044.60 F) 53 STRUCTURE EXCAVATION (RETAINING WALL) CY 10.0000 145,000.00 14,500.000 145,000.00 F) 54 STRUCTURE BACKFILL (BRIDGE) CY 25.0000 693,200.00 27,691.410 692,285.25 F) 55 STRUCTURE BACKFILL (RETAINING WALL) CY 18.0000 435,600.00 24,200.000 435,600.00 F) 56 PERVIOUS BACKFILL MATERIAL (RETAINING CY 30.0000 42,300.00 1,402.900 42,087.00 F) WALL) 57 CONCRETE SLURRY BACKFILL CY 75.0000 75,450.00 1,006.000 75,450.00 F) 58 SAND BACKFILL CY 85.0000 42,500.00 484.000 41,140.00 59 DITCH EXCAVATION CY 6.5000 6,500.00 0.000 0.00 60 IMPORTED BORROW CY 3.5000 347,550.00 85,300.000 298,550.00 61 HIGHWAY PLANTING LS 12,000.0000 12,000.00 1.000 12,000.00 S) 62 ROCK BLANKET SQYD 60.0000 124,800.00 0.000 0.00 S) 63 EROSION CONTROL (TYPE D) ACRE 1,800.0000 30,600.00 8.740 15,732.00 S) 64 TRANSPLANT PALM TREE (5' - 19') EA 1,000.0000 2,000.00 2.000 2,000.00 S) 65 TRANSPLANT PALM TREE (20' - 35') EA 1,200.0000 18,000.00 15.000 18,000.00 S) 66 TRANSPLANT PALM TREE (>36') EA 1,600.0000 8,000.00 5.000 8,000.00 S) 67 PLANT ESTABLISHMENT WORK LS 12,000.0000 12,000.00 1.000 12,000.00 S) 68 IRRIGATION SYSTEM LS 90,000.0000 90,000.00 1.000 90,000.00 S) 69 WATER METER LS 15,000.0000 15,000.00 0.000 0.00 S) 70 2" PLASTIC PIPE (SCHEDULE 40) LF 4.5000 17,415.00 3,885.000 17,482.50 S) (SUPPLY LINE) 71 10" CORRUGATED HIGH DENSITY LF 16.5000 30,525.00 1,582.000 26,103.00 S) POLYETHYLENE PIPE CONDUIT 72 FINISHING ROADWAY LS 2,500.0000 2,500.00 1.000 2,500.00 73 CLASS 2 AGGREGATE BASE CY 16.0000 926,400.00 54,128.000 866,048.00 74 TREATED PERMEABLE BASE CY 38.0000 1,045,000.00 26,806.000 1,018,628.00 75 ASPHALT CONCRETE TON 28.0000 1,240,400.00 40,959.240 1,146,858.72 76 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 5.0000 16,650.00 2,453.200 12,266.00 AREA) PROGRAM CAS145 PAGE 4 DATE 03/07/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012634 TIME 01:09 PM ESTIMATE NO. 71 BID OPENING 10/23/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/03/02 R.E. NAME: MATINPOUR, HAMID DATE OF THIS ESTIMATE 03/07/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PLACE ASPHALT CONCRETE DIKE (TYPE A) LF 1.0000 2,140.00 2,719.000 2,719.00 78 PLACE ASPHALT CONCRETE DIKE (TYPE E) LF 1.0000 12,700.00 14,366.000 14,366.00 79 RUMBLE STRIP STA 10.0000 1,700.00 120.000 1,200.00 80 CONCRETE PAVEMENT CY 80.0000 4,064,000.00 50,596.790 4,047,743.20 81 SEAL PAVEMENT JOINT LF 1.0000 283,000.00 247,500.500 247,500.50 82 14" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 18.0000 4,320.00 96.000 1,728.00 S) (PILASTER) 83 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 30.0000 58,800.00 2,150.000 64,500.00 S) (PILASTER) 84 18" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 0.0100 3.60 360.000 3.60 S) (PILASTER) 85 FURNISH PILING (CLASS 100) LF 12.0000 365,112.00 30,425.960 365,111.52 86 DRIVE PILE (CLASS 100) EA 500.0000 396,500.00 793.000 396,500.00 S) 87 FURNISH PILING (CLASS 70) LF 11.5000 323,506.50 28,130.990 323,506.39 88 DRIVE PILE (CLASS 70) EA 500.0000 403,000.00 806.000 403,000.00 S) 89 FURNISH PILING (CLASS 45) LF 11.5000 462,346.00 40,210.390 462,419.49 90 DRIVE PILE (CLASS 45) EA 500.0000 686,500.00 1,374.000 687,000.00 S) 91 FURNISH 16" CAST-IN-STEEL SHELL LF 40.0000 127,360.00 3,184.000 127,360.00 CONCRETE PILING 92 DRIVE 16" CAST-IN-STEEL SHELL CONCRETE EA 750.0000 48,000.00 64.000 48,000.00 S) PILE 93 FURNISH 36" CAST-IN-STEEL SHELL LF 76.0000 649,648.00 8,915.410 677,571.16 CONCRETE PILING 94 DRIVE 36" CAST-IN-STEEL SHELL CONCRETE EA 1,800.0000 201,600.00 120.000 216,000.00 S) PILE 95 16" CAST-IN-DRILLED-HOLE CONCRETE LF 25.0000 83,000.00 3,416.000 85,400.00 PILING (BARRIER) 96 PRESTRESSING CAST-IN-PLACE CONCRETE LS 800,000.0000 800,000.00 1.000 800,000.00 S) 97 TRANSVERSE PRESTRESSING LS 60,000.0000 60,000.00 1.000 60,000.00 S) 98 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 200.0000 1,229,600.00 6,148.230 1,229,646.00 F) 99 STRUCTURAL CONCRETE, BRIDGE CY 265.0000 7,607,355.00 28,711.700 7,608,600.50 F) 00 STRUCTURAL CONCRETE, RETAINING WALL CY 200.0000 1,612,000.00 8,032.000 1,606,400.00 F) 01 STRUCTURAL CONCRETE, APPROACH SLAB CY 200.0000 213,200.00 1,067.140 213,428.00 F) (TYPE N) 02 CLASS A CONCRETE (BOX CULVERT) CY 400.0000 2,620,000.00 6,550.000 2,620,000.00 F) 03 MINOR CONCRETE (MINOR STRUCTURE) CY 750.0000 588,750.00 927.650 695,737.50 F) PROGRAM CAS145 PAGE 5 DATE 03/07/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012634 TIME 01:09 PM ESTIMATE NO. 71 BID OPENING 10/23/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/03/02 R.E. NAME: MATINPOUR, HAMID DATE OF THIS ESTIMATE 03/07/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 SOUND WALL CAP LF 6.0000 49,440.00 8,240.000 49,440.00 05 PILASTER, SOUND WALL CY 500.0000 165,000.00 330.000 165,000.00 F) 06 PILASTER, RETAINING WALL CY 600.0000 19,200.00 64.000 38,400.00 F) 07 PILASTER, OVERCROSSING EA 1,000.0000 12,000.00 14.000 14,000.00 08 CONCRETE SURFACE TEXTURE SQFT 2.5000 134,000.00 53,600.000 134,000.00 09 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 6.0000 106,200.00 19,624.000 117,744.00 S) 10 SOUND WALL (MASONRY BLOCK) SQFT 10.0000 1,050,000.00 105,000.000 1,050,000.00 S) 11 JOINT SEAL (TYPE B-MR 2") LF 30.0000 13,200.00 440.000 13,200.00 S) 12 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 70.0000 23,800.00 340.000 23,800.00 S) 13 JOINT SEAL ASSEMBLY (MR 3") LF 75.0000 2,475.00 33.000 2,475.00 S) 14 JOINT SEAL ASSEMBLY (MR 3 1/2") LF 80.0000 2,640.00 33.000 2,640.00 S) 15 JOINT SEAL ASSEMBLY (MR 6") LF 500.0000 186,000.00 372.000 186,000.00 S) 16 BAR REINFORCING STEEL (BRIDGE) LB 0.4400 3,049,024.00 6,972,688.390 3,067,982.89 SF) 17 BAR REINFORCING STEEL (RETAINING WALL) LB 0.4500 402,258.15 889,276.500 400,174.43 SF) 18 BAR REINFORCING STEEL (BOX CULVERT) LB 0.4000 626,640.00 1,567,201.000 626,880.40 SF) 19 FURNISH SIGN STRUCTURE (TUBULAR) LB 1.9000 24,462.50 12,875.000 24,462.50 20 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.1700 2,188.75 12,875.000 2,188.75 S) 21 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 2.0000 34,640.00 17,320.000 34,640.00 22 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.2300 3,983.60 17,320.000 3,983.60 S) 23 FURNISH SIGN STRUCTURE (TRUSS) LB 1.5800 204,199.20 137,304.000 216,940.32 24 INSTALL SIGN STRUCTURE (TRUSS) LB 0.1600 20,678.40 137,304.000 21,968.64 S) 25 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 200.0000 14,200.00 71.000 14,200.00 S) (SIGN FOUNDATION) 26 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 225.0000 37,125.00 165.000 37,125.00 S) (SIGN FOUNDATION) 27 48" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 275.0000 4,950.00 18.000 4,950.00 S) SIGN FOUNDATION 28 METAL (BARRIER MOUNTED SIGN) LB 10.0000 12,300.00 1,225.000 12,250.00 S) 29 ROADSIDE SIGN (METAL POST) EA 200.0000 10,600.00 53.000 10,600.00 30 ROADSIDE SIGN - ONE POST EA 150.0000 6,450.00 43.000 6,450.00 PROGRAM CAS145 PAGE 6 DATE 03/07/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012634 TIME 01:09 PM ESTIMATE NO. 71 BID OPENING 10/23/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/03/02 R.E. NAME: MATINPOUR, HAMID DATE OF THIS ESTIMATE 03/07/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 ROADSIDE SIGN - TWO POST EA 200.0000 2,800.00 14.000 2,800.00 32 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 3,600.00 32.000 4,800.00 METHOD) 33 INSTALL ROADSIDE SIGN EA 1,500.0000 1,500.00 1.000 1,500.00 (LAMINATED WOOD BOX POST) 34 PAINT CONCRETE SURFACES SQFT 1.0000 54,000.00 53,781.250 53,781.25 S) 35 PAINT CURB (2-COAT) LF 1.0000 6,800.00 6,800.000 6,800.00 36 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 37 18" ALTERNATIVE PIPE CULVERT LF 28.0000 10,360.00 386.000 10,808.00 38 24" ALTERNATIVE PIPE CULVERT LF 34.0000 360,400.00 11,148.000 379,032.00 39 30" ALTERNATIVE PIPE CULVERT LF 46.0000 53,820.00 1,162.000 53,452.00 40 36" ALTERNATIVE PIPE CULVERT LF 51.0000 201,450.00 3,954.000 201,654.00 41 42" ALTERNATIVE PIPE CULVERT LF 59.0000 19,470.00 338.000 19,942.00 42 48" ALTERNATIVE PIPE CULVERT LF 69.0000 8,970.00 138.000 9,522.00 43 12" REINFORCED CONCRETE PIPE LF 30.0000 4,500.00 184.000 5,520.00 44 18" REINFORCED CONCRETE PIPE LF 51.0000 43,860.00 1,256.000 64,056.00 45 24" REINFORCED CONCRETE PIPE LF 56.0000 85,680.00 2,103.000 117,768.00 46 30" REINFORCED CONCRETE PIPE LF 61.0000 3,050.00 76.000 4,636.00 47 36" REINFORCED CONCRETE PIPE LF 75.0000 99,000.00 1,290.000 96,750.00 48 42" REINFORCED CONCRETE PIPE LF 97.0000 11,640.00 120.000 11,640.00 49 48" REINFORCED CONCRETE PIPE LF 113.0000 67,800.00 614.000 69,382.00 50 72" REINFORCED CONCRETE PIPE LF 450.0000 9,000.00 20.000 9,000.00 51 JACKED 72" REINFORCED CONCRETE PIPE LF 885.0000 247,800.00 278.000 246,030.00 (CLASS III) 52 18" SLOTTED CORRUGATED STEEL PIPE LF 78.0000 103,740.00 110.000 8,580.00 (.168" THICK) 53 3" PLASTIC PIPE (EDGE DRAIN) LF 5.0000 112,500.00 23,255.000 116,275.00 54 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 20.0000 14,000.00 727.000 14,540.00 55 4" PLASTIC PIPE (SCHEDULE 80) LF 15.0000 960.00 80.000 1,200.00 56 24" DIAMETER AUTOMATIC FLAPGATE EA 1,100.0000 3,300.00 3.000 3,300.00 57 36" DIAMETER AUTOMATIC FLAPGATE EA 1,800.0000 1,800.00 1.000 1,800.00 PROGRAM CAS145 PAGE 7 DATE 03/07/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012634 TIME 01:09 PM ESTIMATE NO. 71 BID OPENING 10/23/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/03/02 R.E. NAME: MATINPOUR, HAMID DATE OF THIS ESTIMATE 03/07/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 ROCK SLOPE PROTECTION CY 32.0000 20,480.00 1,036.000 33,152.00 (1/2 TON, METHOD B) 59 ROCK SLOPE PROTECTION CY 45.0000 14,400.00 762.000 34,290.00 (BACKING NO. 1, METHOD B) 60 SLOPE PAVING (CONCRETE) CY 200.0000 28,800.00 144.000 28,800.00 F) 61 ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 1,540.00 1,250.000 2,500.00 62 MINOR CONCRETE (MISCELLANEOUS CY 160.0000 344,000.00 2,262.060 361,929.60 CONSTRUCTION) 63 MINOR CONCRETE (STAMPED) SQYD 50.0000 40,500.00 2,218.500 110,925.00 64 FRAME AND COVER EA 275.0000 23,100.00 108.000 29,700.00 S) 65 FRAME AND GRATE EA 275.0000 57,750.00 220.000 60,500.00 S) 66 MISCELLANEOUS METAL (BRIDGE) LB 3.0000 221,310.00 74,205.000 222,615.00 SF) 67 CHAIN LINK FENCE (TYPE CL-6) LF 7.0000 69,160.00 9,592.000 67,144.00 S) 68 CHAIN LINK FENCE (TYPE CL-6, LF 25.0000 3,000.00 120.000 3,000.00 S) EXTENSION ARM, RAZOR RIBBON) 69 CHAIN LINK FENCE (TYPE CL-7, LF 30.0000 1,470.00 49.000 1,470.00 S) EXTENSION ARM, RAZOR RIBBON) 70 SECURITY RAILING (RAZOR RIBBON) LF 20.0000 1,040.00 52.000 1,040.00 S) 71 PICKET FENCING, OVERCROSSING LF 70.0000 215,180.00 3,074.000 215,180.00 SF) 72 12' CHAIN LINK GATE (TYPE CL-6) EA 800.0000 3,200.00 6.000 4,800.00 S) 73 DELINEATOR (CLASS 1) EA 35.0000 4,550.00 130.000 4,550.00 74 MILEPOST MARKER EA 100.0000 400.00 4.000 400.00 75 OBJECT MARKER (TYPE K) EA 100.0000 1,000.00 10.000 1,000.00 76 OBJECT MARKER (TYPE L-1) EA 100.0000 400.00 4.000 400.00 77 METAL BEAM GUARD RAILING (WOOD POST) LF 20.0000 17,000.00 1,037.500 20,750.00 S) 78 CHAIN LINK RAILING (MODIFIED) LF 40.0000 16,000.00 400.000 16,000.00 S) 79 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 80 PIPE HANDRAILING LF 100.0000 600.00 6.000 600.00 S) 81 TUBULAR HANDRAILING LF 26.0000 12,740.00 741.000 19,266.00 S) 82 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 83 CONCRETE BARRIER (TYPE 25A) LF 25.0000 26,750.00 1,070.000 26,750.00 F) 84 CONCRETE BARRIER (TYPE 25A MODIFIED) LF 26.0000 1,170.00 45.000 1,170.00 F) PROGRAM CAS145 PAGE 8 DATE 03/07/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012634 TIME 01:09 PM ESTIMATE NO. 71 BID OPENING 10/23/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/03/02 R.E. NAME: MATINPOUR, HAMID DATE OF THIS ESTIMATE 03/07/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 CONCRETE BARRIER (TYPE 26A) LF 34.0000 37,740.00 746.300 25,374.20 F) 86 CONCRETE BARRIER (TYPE 27A MODIFIED) LF 29.0000 15,254.00 526.000 15,254.00 F) 87 CONCRETE BARRIER (TYPE 27SV) LF 33.0000 44,220.00 1,340.000 44,220.00 F) 88 CONCRETE BARRIER (TYPE 28M2) LF 28.0000 30,800.00 1,100.000 30,800.00 F) 89 CONCRETE BARRIER (TYPE 29M) LF 35.0000 109,095.00 3,113.970 108,988.95 F) 90 CABLE RAILING LF 8.0000 7,840.00 1,214.500 9,716.00 S) 91 CABLE ANCHOR ASSEMBLY EA 400.0000 2,400.00 6.000 2,400.00 S) (BREAKAWAY, TYPE B) 92 ANCHOR ASSEMBLY (BREAKAWAY, TYPE M) EA 800.0000 8,800.00 12.000 9,600.00 S) 93 TERMINAL SECTION (TYPE B) EA 50.0000 250.00 6.000 300.00 S) 94 CRASH CUSHION, FRANGIBLE CARTRIDGE EA 16,000.0000 16,000.00 0.000 0.00 S) (G.R.E.A.T.) 95 CONCRETE BARRIER (TYPE 60) LF 38.0000 305,900.00 8,050.000 305,900.00 96 CONCRETE BARRIER (TYPE 60D) LF 32.0000 26,240.00 820.000 26,240.00 97 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 110.0000 121,000.00 1,100.000 121,000.00 98 CONCRETE BARRIER (TYPE 60E) LF 160.0000 187,200.00 1,170.000 187,200.00 99 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3300 40,590.00 123,719.000 40,827.27 S) 00 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7800 6,747.00 8,650.000 6,747.00 S) 01 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 7,980.00 13,300.000 7,980.00 S) (BROKEN 12-3) 02 THERMOPLASTIC PAVEMENT MARKING SQFT 2.6000 14,664.00 5,640.000 14,664.00 S) 03 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 555.00 1,850.000 555.00 S) (BROKEN 6-1) 04 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 189.00 630.000 189.00 S) (BROKEN 36-12) 05 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 90.00 300.000 90.00 S) (BROKEN 17-7) 06 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 1,560.00 2,600.000 1,560.00 S) (BROKEN 36-12) 07 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1800 3,402.00 18,901.000 3,402.18 S) 08 PAINT PAVEMENT MARKING SQFT 1.0000 3,080.00 3,751.000 3,751.00 S) 09 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1500 8,395.00 7,454.000 8,572.10 S) 10 PAVEMENT MARKER (REFLECTIVE) EA 3.0000 18,990.00 6,359.000 19,077.00 S) 11 SIGNAL AND LIGHTING (CITY LOCATION 1 LS 45,000.0000 45,000.00 1.000 45,000.00 S) STAGE CONSTRUCTION) PROGRAM CAS145 PAGE 9 DATE 03/07/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012634 TIME 01:09 PM ESTIMATE NO. 71 BID OPENING 10/23/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/03/02 R.E. NAME: MATINPOUR, HAMID DATE OF THIS ESTIMATE 03/07/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 SIGNAL AND LIGHTING (CITY LOCATION 1) LS 90,000.0000 90,000.00 1.000 90,000.00 S) 13 SIGNAL AND LIGHTING (LOCATION 1) LS 70,000.0000 70,000.00 1.000 70,000.00 S) 14 SIGNAL AND LIGHTING LS 50,000.0000 50,000.00 1.000 50,000.00 S) (LOCATION 1 STAGE CONSTRUCTION) 15 SIGNAL AND LIGHTING LS 40,000.0000 40,000.00 1.000 40,000.00 S) (LOCATION 2 STAGE CONSTRUCTION) 16 LIGHTING (CITY STREET) LS 140,000.0000 140,000.00 1.000 140,000.00 S) 17 LIGHTING AND SIGN ILLUMINATION LS 160,000.0000 160,000.00 1.000 160,000.00 S) 18 LIGHTING AND SIGN ILLUMINATION LS 95,000.0000 95,000.00 1.000 95,000.00 S) (STAGE CONSTRUCTION) 19 CHANGEABLE MESSAGE SIGN SYSTEM LS 35,000.0000 35,000.00 1.000 35,000.00 S) 20 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 2,000.0000 12,000.00 3.000 6,000.00 S) 21 LIGHTING (BRIDGE) LS 40,000.0000 40,000.00 1.000 40,000.00 S) 22 FIBER OPTIC COMMUNICATION SYSTEM LS 200,000.0000 200,000.00 1.000 200,000.00 S) (FUTURE) 23 FIBER OPTIC COMMUNICATION SYSTEM LS 90,000.0000 90,000.00 1.000 90,000.00 S) (CITY) 24 ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 1.000 10,000.00 S) 25 TRAFFIC MONITORING STATION LS 50,000.0000 50,000.00 1.000 50,000.00 S) 26 RAMP METERING SYSTEM (LOCATION 1) LS 50,000.0000 50,000.00 1.000 50,000.00 S) 27 RAMP METERING SYSTEM (LOCATION 2) LS 50,000.0000 50,000.00 1.000 50,000.00 S) 28 RAMP METERING SYSTEM (LOCATION 3) LS 52,000.0000 52,000.00 1.000 52,000.00 S) 29 RAMP METERING SYSTEM (LOCATION A) LS 50,000.0000 50,000.00 1.000 50,000.00 S) 30 24" REINFORCED CONCRETE PIPE (CLASS V) LF 60.0000 7,800.00 126.000 7,560.00 31 24" CONCRETE FLARED END SECTION EA 1,000.0000 1,000.00 1.000 1,000.00 32 RAMP METERING SYSTEM LS 50,000.0000 50,000.00 0.000 0.00 (STAGE CONSTRUCTION) PROGRAM CAS145 PAGE 10 DATE 03/07/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012634 TIME 01:09 PM ESTIMATE NO. 71 BID OPENING 10/23/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/03/02 R.E. NAME: MATINPOUR, HAMID DATE OF THIS ESTIMATE 03/07/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 43,268,873.79 ADJUSTMENT OF COMPENSATION 0.00 2,140,291.52 EXTRA WORK 0.00 2,333,904.60 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 47,743,069.91 33 MOBILIZATION LS 4768,359.0000 4,768,359.00 1.000 4,768,359.00 ORIGINAL CONTRACT AMOUNT 48,636,410.70 TOTAL WORK COMPLETED 0.00 52,511,428.91 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -6,021.74 TOTAL 0.00 52,505,407.17 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 12/10/97 1205 12/10/97 12/25/97 10/03/02 1744 0 664 20 100% 100% MATINPOUR, HAMID RESIDENT ENGINEER PROGRAM CAS145 DATE 03/07/06