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 08/11/04 EST. NO.64 TIME 09:56 AM R.E. NAME: MATINPOUR, HAMID 12-012624 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 088 0002 41,952.40 A.C. @ L.S.(+) 071203 N 0001 0 0003 6,292.85 071203 N 0001-2 48,245.25 TOTAL THIS ESTIMATE 6,045,924.74 TOTAL PREVIOUS ESTIMATE 6,094,169.99 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 08/11/04 EST. NO.64 TIME 09:56 AM R.E. NAME: MATINPOUR, HAMID 12-012624 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PCC PAVING OUT OF C -1,556.00 14 PPC OUT OF CONTRACT -476.00 23 CLASS II SPECIFICA. -744.75 34 LOSS SIGNS -1,647.40 45 0.00 -4,424.15 LABOR COMPLIANCE VIOLATION UNSATIS. PAYROLL -10,000.00 04 UNSATIS. PAYROLLS -10,000.00 07 MCGUIRE CONSTRUCTION -10,000.00 09 UNSATISFATORY PAYROL -10,000.00 27 RETURN DEDUCTIONS 40,000.00 28 UNSATIS. PAYROLL -5,000.00 30 UNSAT.PAYRL CAZTECA 5,000.00 34 UNSATIS PAYROLL -10,000.00 38 UNSAT. PAYROLLS -10,000.00 40 RETURN DEDUCTION 20,000.00 41 LCV DEDUCTION -10,000.00 46 RET. UNSAT. PAYROLL 10,000.00 59 0.00 0.00 OTHER OUTSTANDING DOCUMENTS NON-SUBMITTAL HC43 -10,000.00 55 SUB. OF HC43 10,000.00 60 0.00 0.00 TOTAL DEDUCTIONS 0.00 -4,424.15 PROGRAM CAS145 PAGE 1 DATE 08/11/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 09:56 AM ESTIMATE NO. 64 BID OPENING 06/12/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/29/02 R.E. NAME: MATINPOUR, HAMID DATE OF THIS ESTIMATE 08/11/04 LOCATION FINAL ESTIMATE 12-ORA-5-38.6/39.9 -------------- C. C. MYERS, INC. IN ORANGE COUNTY IN ANAHEIM FROM 1822 LEWIS STREET BROADWAY TO 0.1 MI SOUTH OF ANAHEIM, CA 92805 CRESCENT AVENUE 714 938-0368 FED. AID NO. N O N E WIDEN FREEWAY, MODIFY INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 8,000.0000 8,000.00 1.000 8,000.00 02 TEMPORARY FENCE (TYPE CL-6) LF 3.0000 13,590.00 3,729.000 11,187.00 03 TEMPORARY SHORING LF 1.0000 450.00 450.000 450.00 04 18" TEMPORARY CULVERT LF 50.0000 5,500.00 129.000 6,450.00 05 60" TEMPORARY CULVERT LF 70.0000 2,450.00 0.000 0.00 06 36" TEMPORARY CORRUGATED STEEL EA 1,000.0000 1,000.00 2.000 2,000.00 PIPE INLET 07 PREPARE STORM WATER POLLUTION PREVENTION LS 8,000.0000 8,000.00 1.000 8,000.00 PLAN 08 WATER POLLUTION CONTROL LS 125,000.0000 125,000.00 1.000 125,000.00 09 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 1.000 25,000.00 S) 10 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 1.000 300,000.00 S) 11 TYPE III BARRICADE EA 70.0000 3,220.00 46.000 3,220.00 12 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 1.0000 5,800.00 6,660.000 6,660.00 13 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.4000 69,580.00 3,382.000 4,734.80 14 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 12.0000 180.00 0.000 0.00 15 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 42,900.00 236,668.000 71,000.40 16 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 24,150.00 838.000 29,330.00 17 TEMPORARY PAVEMENT MARKER EA 2.2000 19,294.00 16,233.000 35,712.60 18 PORTABLE CHANGEABLE MESSAGE SIGN EA 14,000.0000 56,000.00 4.000 56,000.00 19 TEMPORARY RAILING (TYPE K) LF 8.5000 601,800.00 48,939.000 415,981.50 S) 20 TEMPORARY CRASH CUSHION MODULE EA 250.0000 10,000.00 85.000 21,250.00 21 TEMPORARY TRAFFIC SCREEN LF 1.5000 64,200.00 840.000 1,260.00 22 ABANDON CULVERT EA 600.0000 1,200.00 4.000 2,400.00 PROGRAM CAS145 PAGE 2 DATE 08/11/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 09:56 AM ESTIMATE NO. 64 BID OPENING 06/12/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/29/02 R.E. NAME: MATINPOUR, HAMID DATE OF THIS ESTIMATE 08/11/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ABANDON MANHOLE EA 350.0000 1,750.00 5.000 1,750.00 24 ABANDON SEWER LINE EA 2,000.0000 20,000.00 10.000 20,000.00 25 REMOVE MASONRY BLOCK FENCE LF 10.0000 6,800.00 717.000 7,170.00 26 REMOVE CHAIN LINK FENCE LF 3.0000 46,800.00 15,600.000 46,800.00 27 REMOVE METAL BEAM GUARD RAILING LF 4.0000 27,040.00 6,752.000 27,008.00 28 REMOVE DOUBLE METAL BEAM BARRIER LF 5.0000 34,550.00 6,907.000 34,535.00 29 REMOVE CABLE RAILING LF 5.0000 4,250.00 850.000 4,250.00 30 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 6,550.00 189,849.000 94,924.50 31 REMOVE PAVEMENT MARKING SQFT 2.5000 1,250.00 2,401.000 6,002.50 32 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,000.00 3,252.000 3,252.00 33 REMOVE ROADSIDE SIGN EA 80.0000 12,800.00 160.000 12,800.00 34 REMOVE SIGN STRUCTURE EA 1,500.0000 13,500.00 9.000 13,500.00 35 REMOVE PUMP PLANT LS 10,000.0000 10,000.00 1.000 10,000.00 36 REMOVE CULVERT EA 2,000.0000 130,000.00 67.000 134,000.00 37 REMOVE INLET EA 500.0000 26,500.00 65.000 32,500.00 38 REMOVE HEADWALL EA 400.0000 5,200.00 11.000 4,400.00 39 REMOVE REINFORCED CONCRETE BOX CULVERT CY 75.0000 47,250.00 551.070 41,330.25 40 REMOVE MANHOLE EA 1,000.0000 7,000.00 8.000 8,000.00 41 REMOVE RETAINING WALL SQYD 11.0000 27,500.00 2,678.000 29,458.00 42 REMOVE SEWER PIPE LF 15.0000 4,200.00 280.000 4,200.00 43 REMOVE BASE AND SURFACING CY 6.0000 21,720.00 3,620.000 21,720.00 44 RELOCATE ROADSIDE SIGN EA 175.0000 1,050.00 6.000 1,050.00 45 ADJUST FRAME AND COVER TO GRADE EA 325.0000 3,250.00 20.000 6,500.00 46 MODIFY INLET EA 800.0000 19,200.00 23.000 18,400.00 47 MODIFY MANHOLE EA 1,500.0000 3,000.00 2.000 3,000.00 48 MODIFY SEWER MANHOLE TYPE I EA 1,500.0000 1,500.00 1.000 1,500.00 49 MODIFY SEWER MANHOLE TYPE II EA 1,500.0000 3,000.00 2.000 3,000.00 PROGRAM CAS145 PAGE 3 DATE 08/11/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 09:56 AM ESTIMATE NO. 64 BID OPENING 06/12/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/29/02 R.E. NAME: MATINPOUR, HAMID DATE OF THIS ESTIMATE 08/11/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 7,100.00 22,017.654 44,035.31 S) 51 REMOVE CONCRETE CY 15.0000 13,500.00 900.680 13,510.20 52 REMOVE CONCRETE (CURB AND GUTTER) LF 1.5000 25,800.00 17,200.000 25,800.00 53 REMOVE REINFORCED CONCRETE SQYD 7.0000 47,600.00 7,523.600 52,665.20 (CHANNEL) 54 BRIDGE REMOVAL, LOCATION A LS 60,000.0000 60,000.00 1.000 60,000.00 55 BRIDGE REMOVAL, LOCATION B LS 70,000.0000 70,000.00 1.000 70,000.00 56 BRIDGE REMOVAL, LOCATION C LS 35,000.0000 35,000.00 1.000 35,000.00 57 BRIDGE REMOVAL, LOCATION D LS 20,000.0000 20,000.00 1.000 20,000.00 58 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000.00 59 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,000.00 60 ROADWAY EXCAVATION CY 4.0000 2,992,000.00 738,039.940 2,952,159.76 61 STRUCTURE EXCAVATION CY 10.0000 107,180.00 10,718.000 107,180.00 F) (PUMPING PLANT) 62 STRUCTURE EXCAVATION (BRIDGE) CY 12.0000 162,600.00 13,550.000 162,600.00 F) 63 STRUCTURE EXCAVATION (RETAINING WALL) CY 10.0000 133,530.00 13,301.000 133,010.00 F) 64 STRUCTURE BACKFILL CY 10.0000 43,100.00 4,310.000 43,100.00 F) (PUMPING PLANT) 65 STRUCTURE BACKFILL (BRIDGE) CY 15.0000 163,695.00 10,913.000 163,695.00 F) 66 STRUCTURE BACKFILL (RETAINING WALL) CY 14.0000 199,934.00 14,238.000 199,332.00 F) 67 PERVIOUS BACKFILL MATERIAL (RETAINING CY 40.0000 25,600.00 640.000 25,600.00 WALL) 68 SAND BACKFILL CY 60.0000 61,800.00 1,030.000 61,800.00 69 EARTH RETAINING STRUCTURE SQFT 30.0000 532,200.00 17,740.000 532,200.00 F) 70 HIGHWAY PLANTING LS 10,000.0000 10,000.00 1.000 10,000.00 S) 71 ROCK BLANKET SQYD 45.0000 206,550.00 4,640.000 208,800.00 72 EROSION CONTROL (TYPE D) ACRE 1,500.0000 22,500.00 16.000 24,000.00 S) 73 TRANSPLANT PALM TREE EA 800.0000 80,000.00 102.000 81,600.00 74 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 1.000 10,000.00 S) 75 IRRIGATION SYSTEM LS 55,000.0000 55,000.00 1.000 55,000.00 S) 76 WATER METER LS 15,000.0000 15,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 08/11/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 09:56 AM ESTIMATE NO. 64 BID OPENING 06/12/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/29/02 R.E. NAME: MATINPOUR, HAMID DATE OF THIS ESTIMATE 08/11/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PLASTIC PIPE CONDUIT LF 5.0000 27,150.00 4,240.000 21,200.00 (SCHEDULE 40) 78 10" CORRUGATED STEEL PIPE CONDUIT LF 25.0000 38,750.00 1,590.000 39,750.00 S) (.064" THICK) 79 CLASS 2 AGGREGATE BASE CY 15.0000 874,500.00 53,168.650 797,529.75 80 TREATED PERMEABLE BASE CY 44.0000 1,078,000.00 24,115.340 1,061,074.96 81 ASPHALT CONCRETE TON 33.0000 1,296,900.00 51,997.910 1,715,931.03 82 PLACE ASPHALT CONCRETE DIKE LF 1.5000 34,500.00 22,551.000 33,826.50 83 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 11.0000 50,600.00 6,561.140 72,172.54 AREA) 84 PLACE RUMBLE STRIP (BY INDENTATION) STA 90.0000 11,700.00 130.000 11,700.00 85 CONCRETE PAVEMENT CY 85.0000 4,173,500.00 48,419.000 4,115,615.00 86 SEAL PAVEMENT JOINT LF 1.1500 290,950.00 230,000.000 264,500.00 87 132" CAST-IN-DRILLED-HOLE CONCRETE LF 1,000.0000 305,000.00 269.000 269,000.00 S) PILING 88 18" CAST-IN-DRILLED-HOLE CONCRETE LF 23.0000 18,860.00 820.000 18,860.00 PILING (PILASTER) 89 FURNISH PILING (CLASS 100) LF 10.0000 73,100.00 6,839.000 68,390.00 90 DRIVE PILE (CLASS 100) EA 800.0000 158,400.00 200.000 160,000.00 S) 91 FURNISH PILING (CLASS 70) LF 8.0000 296,912.00 37,184.500 297,476.00 92 DRIVE PILE (CLASS 70) EA 700.0000 760,200.00 1,099.000 769,300.00 S) 93 FURNISH PILING (CLASS 45) LF 8.0000 110,664.00 13,392.090 107,136.72 94 DRIVE PILE (CLASS 45) EA 700.0000 282,800.00 393.000 275,100.00 95 16" CAST-IN-DRILLED-HOLE CONCRETE LF 25.0000 19,000.00 797.000 19,925.00 PILING (BARRIER) 96 16" CAST-IN-DRILLED-HOLE CONCRETE LF 25.0000 77,500.00 3,555.000 88,875.00 PILING (SOUND WALL) 97 PRESTRESSING CAST-IN-PLACE CONCRETE LS 600,000.0000 600,000.00 1.000 600,000.00 S) 98 STRUCTURAL CONCRETE, PUMPING PLANT CY 300.0000 417,000.00 1,390.000 417,000.00 F) 99 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 250.0000 901,750.00 3,607.000 901,750.00 F) 00 STRUCTURAL CONCRETE, BRIDGE CY 276.0000 5,837,124.00 21,151.920 5,837,929.92 F) 01 STRUCTURAL CONCRETE, RETAINING WALL CY 265.0000 1,234,635.00 4,650.000 1,232,250.00 F) 02 STRUCTURAL CONCRETE, APPROACH SLAB CY 300.0000 467,400.00 1,558.000 467,400.00 F) (TYPE N) 03 CLASS A CONCRETE (BOX CULVERT) CY 315.0000 1,653,750.00 5,566.540 1,753,460.10 PROGRAM CAS145 PAGE 5 DATE 08/11/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 09:56 AM ESTIMATE NO. 64 BID OPENING 06/12/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/29/02 R.E. NAME: MATINPOUR, HAMID DATE OF THIS ESTIMATE 08/11/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 MINOR CONCRETE (MINOR STRUCTURE) CY 800.0000 769,600.00 1,042.780 834,224.00 F) 05 MINOR CONCRETE (BACKFILL) CY 100.0000 23,500.00 325.550 32,555.00 F) 06 SOUND WALL CAP LF 8.0000 38,960.00 4,863.000 38,904.00 07 PILASTER, SOUND WALL CY 500.0000 115,000.00 329.500 164,750.00 08 PILASTER, RETAINING WALL CY 500.0000 48,500.00 119.250 59,625.00 F) 09 PILASTER, OVERCROSSING EA 1,000.0000 20,000.00 13.000 13,000.00 10 CONCRETE SURFACE TEXTURE SQFT 2.0000 82,484.00 41,242.000 82,484.00 F) 11 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 8.0000 29,760.00 3,812.000 30,496.00 S) 12 SOUND WALL (MASONRY BLOCK) SQFT 11.5000 757,850.00 67,884.000 780,666.00 S) 13 JOINT SEAL ASSEMBLY (MR 3") LF 120.0000 89,880.00 749.000 89,880.00 S) 14 JOINT SEAL ASSEMBLY (MR 4") LF 120.0000 8,880.00 74.000 8,880.00 S) 15 JOINT SEAL ASSEMBLY (MR 5 1/2") LF 350.0000 8,750.00 25.000 8,750.00 S) 16 JOINT SEAL ASSEMBLY (MR 7") LF 400.0000 18,000.00 45.000 18,000.00 S) 17 BAR REINFORCING STEEL (PUMPING PLANT) LB 0.4000 127,960.00 319,900.000 127,960.00 SF) 18 BAR REINFORCING STEEL (BRIDGE) LB 0.4000 2,421,032.80 6,052,987.000 2,421,194.80 SF) 19 BAR REINFORCING STEEL (RETAINING WALL) LB 0.4000 165,832.40 415,668.000 166,267.20 SF) 20 BAR REINFORCING STEEL (BOX CULVERT) LB 0.3600 525,600.00 1,498,463.000 539,446.68 S) 21 SHOTCRETE CY 300.0000 3,900.00 13.000 3,900.00 S) 22 ISOLATION CASING LB 3.0000 45,450.00 15,150.000 45,450.00 SF) 23 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 2.5000 7,600.00 3,040.000 7,600.00 F) WITH WALKWAY) 24 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 1.5000 4,560.00 3,040.000 4,560.00 SF)WITH WALKWAY) 25 FURNISH SIGN STRUCTURE (TUBULAR) LB 1.5000 18,660.00 12,440.000 18,660.00 SF) 26 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.3000 3,732.00 12,440.000 3,732.00 SF) 27 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 1.0000 24,300.00 24,300.000 24,300.00 F) 28 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 1.0000 24,300.00 24,300.000 24,300.00 SF) 29 FURNISH SIGN STRUCTURE (TRUSS) LB 1.2500 109,187.50 87,350.000 109,187.50 F) 30 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 26,205.00 87,350.000 26,205.00 SF) PROGRAM CAS145 PAGE 6 DATE 08/11/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 09:56 AM ESTIMATE NO. 64 BID OPENING 06/12/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/29/02 R.E. NAME: MATINPOUR, HAMID DATE OF THIS ESTIMATE 08/11/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 200.0000 17,400.00 87.000 17,400.00 S) (SIGN FOUNDATION) 32 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 250.0000 37,500.00 156.000 39,000.00 S) (SIGN FOUNDATION) 33 48" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 300.0000 5,400.00 18.000 5,400.00 S) (SIGN FOUNDATION) 34 METAL (BARRIER MOUNTED SIGN) EA 800.0000 4,800.00 6.000 4,800.00 35 METAL (RAIL MOUNTED SIGN) EA 700.0000 4,200.00 6.000 4,200.00 36 ROADSIDE SIGN (METAL POST) EA 200.0000 13,800.00 59.000 11,800.00 37 ROADSIDE SIGN - ONE POST EA 150.0000 7,200.00 48.000 7,200.00 38 ROADSIDE SIGN - TWO POST EA 350.0000 5,600.00 15.000 5,250.00 39 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 5,300.00 48.000 4,800.00 METHOD) 40 PAINT CONCRETE SURFACES SQFT 1.5000 58,296.00 38,864.000 58,296.00 F) 41 PAINT CURB (2-COAT) LF 1.0000 7,810.00 9,315.000 9,315.00 42 18" ALTERNATIVE PIPE CULVERT LF 35.0000 3,430.00 262.000 9,170.00 43 24" ALTERNATIVE PIPE CULVERT LF 30.0000 357,000.00 12,053.000 361,590.00 44 30" ALTERNATIVE PIPE CULVERT LF 45.0000 9,900.00 212.000 9,540.00 45 36" ALTERNATIVE PIPE CULVERT LF 50.0000 105,000.00 2,059.000 102,950.00 46 42" ALTERNATIVE PIPE CULVERT LF 55.0000 45,100.00 842.000 46,310.00 47 48" ALTERNATIVE PIPE CULVERT LF 90.0000 67,500.00 736.000 66,240.00 48 18" REINFORCED CONCRETE PIPE LF 35.0000 141,050.00 4,722.000 165,270.00 49 24" REINFORCED CONCRETE PIPE LF 40.0000 44,400.00 976.000 39,040.00 50 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 51 36" REINFORCED CONCRETE PIPE LF 50.0000 80,000.00 1,632.000 81,600.00 52 48" REINFORCED CONCRETE PIPE LF 80.0000 19,200.00 265.000 21,200.00 53 60" REINFORCED CONCRETE PIPE LF 150.0000 129,300.00 845.000 126,750.00 54 72" REINFORCED CONCRETE PIPE LF 225.0000 360,000.00 1,578.000 355,050.00 55 60" REINFORCED CONCRETE PIPE (CLASS V) LF 180.0000 30,600.00 164.000 29,520.00 56 JACKED 60" REINFORCED CONCRETE PIPE LF 850.0000 374,000.00 440.000 374,000.00 (CLASS II) 57 JACKED 72" REINFORCED CONCRETE PIPE LF 950.0000 133,000.00 140.000 133,000.00 (CLASS III) PROGRAM CAS145 PAGE 7 DATE 08/11/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 09:56 AM ESTIMATE NO. 64 BID OPENING 06/12/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/29/02 R.E. NAME: MATINPOUR, HAMID DATE OF THIS ESTIMATE 08/11/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 JACKED 12' X 7' REINFORCED CONCRETE LF 2,500.0000 237,500.00 95.000 237,500.00 BOX 59 18" SLOTTED CORRUGATED STEEL PIPE LF 40.0000 42,000.00 1,189.000 47,560.00 (.079" THICK) 60 3" PLASTIC PIPE (EDGE DRAIN) LF 5.5000 117,150.00 20,233.000 111,281.50 61 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 10.0000 10,900.00 676.800 6,768.00 62 36" AUTOMATIC DRAINAGE GATE EA 2,200.0000 4,400.00 2.000 4,400.00 63 48" AUTOMATIC DRAINAGE GATE EA 3,000.0000 6,000.00 2.000 6,000.00 64 48" REINFORCED CONCRETE SEWER PIPE LF 200.0000 334,000.00 1,670.000 334,000.00 S) (CLASS IV, RUBBER GASKET JOINT) 65 48" STEEL SEWER CASING LF 250.0000 152,500.00 610.000 152,500.00 S) 66 JACKED 48" STEEL SEWER CASING LF 500.0000 175,000.00 350.000 175,000.00 S) 67 72" STEEL SEWER CASING LF 600.0000 420,000.00 700.000 420,000.00 S) 68 JACKED 72" STEEL SEWER CASING LF 650.0000 227,500.00 350.000 227,500.00 S) 69 33" CLAY SEWER PIPE LF 150.0000 252,000.00 1,680.000 252,000.00 S) 70 SEWER MANHOLE FRAME AND COVER EA 300.0000 900.00 3.000 900.00 S) 71 SEWER MANHOLE TYPE I LF 800.0000 62,400.00 78.000 62,400.00 S) 72 SEWER MANHOLE TYPE II LF 900.0000 72,000.00 80.000 72,000.00 S) 73 BEDDING MATERIAL CY 15.0000 24,900.00 1,852.000 27,780.00 S) 74 GROUT (SEWER CASING) CY 90.0000 70,200.00 682.000 61,380.00 S) 75 ROCK ENERGY DISSIPATOR CY 100.0000 500.00 4.800 480.00 76 SLOPE PAVING (CONCRETE) CY 400.0000 160,400.00 401.000 160,400.00 F) 77 MINOR CONCRETE (MISCELLANEOUS CY 130.0000 305,500.00 2,557.680 332,498.40 CONSTRUCTION) 78 MINOR CONCRETE (STAMPED) SQYD 30.0000 38,400.00 1,326.820 39,804.60 79 DRAINAGE PUMPING EQUIPMENT LS 150,000.0000 150,000.00 1.000 150,000.00 S) 80 PUMPING PLANT ELECTRICAL EQUIPMENT LS 130,000.0000 130,000.00 1.000 130,000.00 S) 81 30" DUCTILE IRON PIPE LF 150.0000 43,500.00 293.000 43,950.00 82 FRAME AND GRATE (24-12) EA 200.0000 44,000.00 224.000 44,800.00 S) 83 FRAME AND COVER EA 300.0000 33,000.00 130.000 39,000.00 S) 84 MISCELLANEOUS METAL (BRIDGE) LB 5.0000 19,550.00 3,910.000 19,550.00 SF) PROGRAM CAS145 PAGE 8 DATE 08/11/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 09:56 AM ESTIMATE NO. 64 BID OPENING 06/12/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/29/02 R.E. NAME: MATINPOUR, HAMID DATE OF THIS ESTIMATE 08/11/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 PUMPING PLANT METAL WORK LB 6.0000 102,900.00 17,150.000 102,900.00 SF) 86 CHAIN LINK FENCE (TYPE CL-3, VINYL-CLAD) LF 12.0000 5,400.00 450.000 5,400.00 87 CHAIN LINK FENCE (TYPE CL-6) LF 8.0000 68,560.00 10,200.000 81,600.00 S) 88 PICKET FENCING, OVERCROSSING LF 35.0000 103,740.00 2,966.500 103,827.50 F) 89 4' CHAIN LINK GATE (TYPE CL-6) EA 500.0000 2,000.00 4.000 2,000.00 90 16' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 3,000.00 5.000 7,500.00 91 DELINEATOR (CLASS 1) EA 35.0000 5,600.00 160.000 5,600.00 92 MILEPOST MARKER EA 60.0000 240.00 0.000 0.00 93 OBJECT MARKER (TYPE K) EA 45.0000 405.00 9.000 405.00 94 OBJECT MARKER (TYPE L-1) EA 50.0000 100.00 2.000 100.00 95 METAL BEAM GUARD RAILING LF 17.0000 12,920.00 347.500 5,907.50 S) 96 TUBULAR HANDRAILING LF 26.0000 9,100.00 979.000 25,454.00 97 CONCRETE BARRIER (TYPE 25A) LF 55.0000 55,000.00 1,009.000 55,495.00 98 CONCRETE BARRIER (TYPE 26A) LF 85.0000 29,750.00 350.000 29,750.00 F) 99 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 80.0000 50,400.00 630.000 50,400.00 F) 00 CONCRETE BARRIER (TYPE 26A MODIFIED) LF 90.0000 6,300.00 70.000 6,300.00 F) 01 CONCRETE BARRIER (TYPE 27SV) LF 45.0000 11,250.00 250.000 11,250.00 F) 02 CONCRETE BARRIER (TYPE 28M2) LF 40.0000 116,800.00 2,931.750 117,270.00 F) 03 CONCRETE BARRIER (TYPE 29M) LF 75.0000 222,300.00 2,966.500 222,487.50 F) 04 CONCRETE BARRIER (TYPE 50) LF 25.0000 5,250.00 210.000 5,250.00 05 CONCRETE BARRIER (TYPE 60) LF 18.0000 120,780.00 6,822.016 122,796.29 06 CONCRETE BARRIER (TYPE 60C) LF 24.0000 18,960.00 1,337.000 32,088.00 07 CONCRETE BARRIER (TYPE 60D) LF 20.0000 35,000.00 1,687.000 33,740.00 08 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 22.0000 5,280.00 240.000 5,280.00 09 CONCRETE BARRIER (TYPE 60E) LF 75.0000 126,000.00 1,795.976 134,698.20 10 CABLE RAILING LF 11.0000 3,795.00 362.000 3,982.00 11 CABLE ANCHOR ASSEMBLY EA 450.0000 3,150.00 7.000 3,150.00 (BREAKAWAY, TYPE B) PROGRAM CAS145 PAGE 9 DATE 08/11/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 09:56 AM ESTIMATE NO. 64 BID OPENING 06/12/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/29/02 R.E. NAME: MATINPOUR, HAMID DATE OF THIS ESTIMATE 08/11/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 ANCHOR ASSEMBLY (BREAKAWAY, TYPE M) EA 500.0000 5,500.00 0.000 0.00 S) 13 TERMINAL SECTION (TYPE B) EA 100.0000 400.00 4.000 400.00 14 CRASH CUSHION, FRANGIBLE CARTRIDGE EA 26,000.0000 26,000.00 0.000 0.00 S) (G.R.E.A.T.) TYPE I 15 CRASH CUSHION, FRANGIBLE CARTRIDGE EA 12,500.0000 12,500.00 0.000 0.00 S) (G.R.E.A.T.) TYPE II 16 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 58,000.00 128,094.000 64,047.00 S) 17 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 11,200.00 10,553.000 10,553.00 S) 18 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 4,590.00 7,792.000 4,675.20 S) (BROKEN 12-3) 19 THERMOPLASTIC PAVEMENT MARKING SQFT 3.2000 25,184.00 7,368.000 23,577.60 S) 20 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 705.00 1,871.000 935.50 S) (BROKEN 6-1) 21 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 295.00 1,006.000 503.00 S) (BROKEN 17-7) 22 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 1,560.00 2,397.000 1,438.20 S) (BROKEN 36-12) 23 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3000 5,790.00 29,607.000 8,882.10 S) 24 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 7,728.00 7,588.000 9,105.60 S) 25 PAVEMENT MARKER (REFLECTIVE) EA 3.5000 20,335.00 6,845.000 23,957.50 S) 26 SIGNAL AND LIGHTING LS 20,000.0000 20,000.00 1.000 20,000.00 S) (LOCATION 1 STAGE CONSTRUCTION) 27 SIGNAL AND LIGHTING LS 20,000.0000 20,000.00 1.000 20,000.00 S) (CITY LOCATION 1 STAGE CONSTRUCTION) 28 SIGNAL AND LIGHTING LS 50,000.0000 50,000.00 1.000 50,000.00 S) (CITY LOCATION 2 STAGE CONSTRUCTION) 29 SIGNAL AND LIGHTING LS 65,000.0000 65,000.00 1.000 65,000.00 S) (LOCATION 3 STAGE CONSTRUCTION) 30 SIGNAL AND LIGHTING LS 5,000.0000 5,000.00 1.000 5,000.00 S) (CITY LOCATION 3 STAGE CONSTRUCTION) 31 SIGNAL AND LIGHTING LS 30,000.0000 30,000.00 1.000 30,000.00 S) (CITY LOCATION 4 STAGE CONSTRUCTION) 32 SIGNAL AND LIGHTING LS 75,000.0000 75,000.00 1.000 75,000.00 S) (LOCATION 4 STAGE CONSTRUCTION) 33 SIGNAL AND LIGHTING LS 30,000.0000 30,000.00 1.000 30,000.00 S) (CITY LOCATION 5 STAGE CONSTRUCTION) 34 MODIFY SIGNAL AND LIGHTING LS 25,000.0000 25,000.00 1.000 25,000.00 S) (CITY LOCATION 6) 35 SIGNAL AND LIGHTING (LOCATION 1) LS 75,000.0000 75,000.00 1.000 75,000.00 S) 36 SIGNAL AND LIGHTING (LOCATION 2) LS 60,000.0000 60,000.00 1.000 60,000.00 S) 37 MODIFY SIGNAL AND LIGHTING LS 70,000.0000 70,000.00 1.000 70,000.00 S) (CITY LOCATION 2) 38 SIGNAL AND LIGHTING (LOCATION 3) LS 5,000.0000 5,000.00 1.000 5,000.00 S) PROGRAM CAS145 PAGE 10 DATE 08/11/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 09:56 AM ESTIMATE NO. 64 BID OPENING 06/12/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/29/02 R.E. NAME: MATINPOUR, HAMID DATE OF THIS ESTIMATE 08/11/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 SIGNAL AND LIGHTING (LOCATION 4) LS 75,000.0000 75,000.00 1.000 75,000.00 S) 40 SIGNAL AND LIGHTING LS 4,000.0000 4,000.00 1.000 4,000.00 S) (CITY LOCATION 4) 41 SIGNAL AND LIGHTING LS 50,000.0000 50,000.00 1.000 50,000.00 S) (CITY LOCATION 5) 42 LIGHTING (STAGE CONSTRUCTION) LS 55,000.0000 55,000.00 1.000 55,000.00 S) 43 LIGHTING (CITY STREET) LS 85,000.0000 85,000.00 1.000 85,000.00 S) 44 LIGHTING AND SIGN ILLUMINATION LS 225,000.0000 225,000.00 1.000 225,000.00 S) 45 CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 1.000 15,000.00 S) 46 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 2,200.0000 8,800.00 4.000 8,800.00 S) 47 LIGHTING (BRIDGE) LS 20,000.0000 20,000.00 1.000 20,000.00 S) 48 FIBER OPTIC COMMUNICATION SYSTEM LS 175,000.0000 175,000.00 1.000 175,000.00 S) (FUTURE) 49 ELECTRICAL SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 1.000 10,000.00 S) 50 ELECTRICAL SERVICE (PUMP HOUSE) LS 10,000.0000 10,000.00 1.000 10,000.00 S) 51 RAMP METERING SYSTEM (TEMPORARY) LS 20,000.0000 20,000.00 0.000 0.00 S) 52 RAMP METERING SYSTEM (LOCATION 1) LS 30,000.0000 30,000.00 1.000 30,000.00 S) 53 RAMP METERING SYSTEM (LOCATION 2) LS 35,000.0000 35,000.00 1.000 35,000.00 S) 54 RAMP METERING SYSTEM (LOCATION 3) LS 40,000.0000 40,000.00 1.000 40,000.00 S) 55 RAMP METERING SYSTEM (LOCATION 4) LS 55,000.0000 55,000.00 1.000 55,000.00 S) 56 42" REINFORCED CONCRETE PIPE LF 65.0000 36,400.00 514.000 33,410.00 PROGRAM CAS145 PAGE 11 DATE 08/11/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 09:56 AM ESTIMATE NO. 64 BID OPENING 06/12/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/29/02 R.E. NAME: MATINPOUR, HAMID DATE OF THIS ESTIMATE 08/11/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 42,054,962.91 ADJUSTMENT OF COMPENSATION 48,245.25 2,858,159.66 EXTRA WORK 0.00 3,236,010.33 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 48,245.25 48,149,132.90 57 MOBILIZATION LS 4630,000.0000 4,630,000.00 1.000 4,630,000.00 ORIGINAL CONTRACT AMOUNT 46,307,744.70 TOTAL WORK COMPLETED 48,245.25 52,779,132.90 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -4,424.15 TOTAL 48,245.25 52,774,708.75 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 07/17/97 1325 08/04/97 08/01/97 01/29/02 1829 0 421 0 100% 100% MATINPOUR, HAMID RESIDENT ENGINEER PROGRAM CAS145 DATE 08/11/04