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 09/15/03 EST. NO.67 TIME 10:02 AM R.E. NAME: FRED HAMIDI 12-035714 --------------------------------------------------------------------------- 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 1354 1,037.43 E.W. @ F.A.(+) 072999 N 131010 024 0013 374.02 E.W. @ F.A.(+) 040297 N 507 0 085 0036 225.75 E.W. @ F.A.(+) 093097 N 19-0 0 119 0052 1,452.05 E.W. @ F.A.(+) 051900 N 4 0 176 3102 949.04 E.W. @ F.A.(+) 122599 N 116 0 3103 1,912.38 091799 N 131010 210 0075 134.45 E.W. @ F.A.(+) 032800 N 27 0 0076 118.85 122099 N 3728.1 6,203.97 TOTAL THIS ESTIMATE 11,424,359.76 TOTAL PREVIOUS ESTIMATE 11,430,563.73 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 09/15/03 EST. NO.67 TIME 10:02 AM R.E. NAME: FRED HAMIDI 12-035714 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE UNACCEPTABLE K-RAIL -14,700.00 01 UNACCEPTABLE K-RAIL 14,700.00 02 THICKNESS DEFICIENCY -17,010.00 36 CONCRETE FAILUR MIX -3,150.00 39 CONCRETE MIX FAILURE -910.00 40 CONCRETE MIX FAIL -875.00 42 AGGREGATE FAILURE -590.18 44 CONCRETE FAILURE -1,050.00 47 DELAYED CPM UPDATE -37,574.85 47 PAY CCO 201,ITEM 30 -300.00 48 PAY CCO 201,ITEM 48 -1,260.80 48 PAY CCO 201, ITEM 72 -24,825.60 48 CPM DELAYED -32,396.74 49 L/C UNSATISFACTORY -9,400.48 56 LAB TESTS -12,000.00 57 NONSUB WORKING DRAW -10,000.00 57 RETURN OF CPM DED 69,971.59 65 0.00 -81,372.06 LABOR COMPLIANCE VIOLATION UNSATIS. PAYROLLS -10,000.00 03 UNSATIS. PAYROLLS -10,000.00 04 UNSATIS PAYROLL -10,000.00 12 UNSATIS PAYROLLS -10,000.00 16 UNSATIS. PAYROLLS 10,000.00 18 UNSATIS. PAYROLLS 10,000.00 18 UNSATIS. PAYROLLS 10,000.00 18 UNSATIS. PAYROLLS 10,000.00 18 DELINQ. PAYROLLS -10,000.00 37 UNSATIS. PAYROLL -10,000.00 40 RETURNED PAYROLL 10,000.00 42 RET PER ESTIMATE 37 10,000.00 44 UNSTASFACTORY PAYROL -10,000.00 47 UNSATIS PAYROLL -10,000.00 54 UNSATIS PAYROLLS -10,000.00 56 0.00 -30,000.00 LIQUIDATED DAMAGES 5 DAYS @$6,000/DAY -30,000.00 57 RETURN 5 DAYS 30,000.00 64 0.00 0.00 OTHER OUTSTANDING DOCUMENTS NONSUBMITTAL HC/FHWA -10,000.00 57 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -121,372.06 PROGRAM CAS145 PAGE 1 DATE 09/15/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035714 TIME 10:02 AM ESTIMATE NO. 67 BID OPENING 10/17/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/29/00 R.E. NAME: FRED HAMIDI DATE OF THIS ESTIMATE 09/15/03 LOCATION SEMI-FINAL ESTIMATE 12-ORA-5-41.5/43.5 ------------------- MCM CONSTRUCTION IN ORANGE COUNTY IN ANAHEIM, P.O. BOX 620 FULLERTON AND BUENA PARK AT VARIOUS NORTH HIGHLANDS, CA 95660 LOCATIONS FED. AID NO. ACIM-005 -2(857)113,ACIM-005 -2(857)E ,ACNH-005 -2(857)113 WIDEN FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 5,000.0000 5,000.00 1.000 5,000.00 02 TEMPORARY CULVERT LF 25.0000 20,250.00 946.000 23,650.00 03 WATER POLLUTION CONTROL LS 5,000.0000 5,000.00 1.000 5,000.00 04 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 1.000 20,000.00 05 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 1.000 50,000.00 S) 06 TYPE III BARRICADE EA 100.0000 2,700.00 44.000 4,400.00 07 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 17,500.00 229.000 8,015.00 08 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 120,000.00 8.000 120,000.00 09 TEMPORARY RAILING (TYPE K) LF 7.5000 930,000.00 112,430.000 843,225.00 10 TEMPORARY CRASH CUSHION MODULE EA 200.0000 116,000.00 1,577.000 315,400.00 11 TEMPORARY TRAFFIC SCREEN LF 2.0000 248,000.00 41,000.000 82,000.00 12 ABANDON CULVERT EA 300.0000 9,900.00 38.000 11,400.00 13 ABANDON INLET EA 250.0000 6,000.00 31.000 7,750.00 14 ABANDON MANHOLE EA 1,000.0000 1,000.00 2.000 2,000.00 15 ABANDON 1-1/2" WATER PIPE EA 300.0000 300.00 0.000 0.00 16 REMOVE METAL BEAM GUARD RAILING LF 2.0000 39,600.00 15,047.000 30,094.00 17 REMOVE FLARED END SECTION EA 100.0000 500.00 4.000 400.00 18 REMOVE TRAFFIC STRIPE LF 0.5000 62,500.00 311,028.000 155,514.00 19 REMOVE PAVEMENT MARKER EA 1.0000 26,800.00 33,699.000 33,699.00 20 REMOVE ROADSIDE SIGN EA 70.0000 3,920.00 64.000 4,480.00 21 REMOVE SIGN STRUCTURE EA 2,500.0000 42,500.00 17.000 42,500.00 22 REMOVE CULVERT EA 350.0000 12,950.00 69.000 24,150.00 PROGRAM CAS145 PAGE 2 DATE 09/15/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035714 TIME 10:02 AM ESTIMATE NO. 67 BID OPENING 10/17/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/29/00 R.E. NAME: FRED HAMIDI DATE OF THIS ESTIMATE 09/15/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE INLET EA 400.0000 15,600.00 60.000 24,000.00 24 REMOVE HEADWALL EA 500.0000 6,500.00 21.000 10,500.00 25 REMOVE DOWNDRAIN EA 300.0000 900.00 3.000 900.00 26 REMOVE CONCRETE PAVEMENT SQYD 3.0000 132,900.00 43,522.200 130,566.60 27 SALVAGE CHAIN LINK FENCE LF 2.0000 8,780.00 5,928.000 11,856.00 28 RELOCATE ROADSIDE SIGN EA 120.0000 3,120.00 22.000 2,640.00 29 ADJUST SANITARY SEWER MANHOLE TO GRADE EA 1,800.0000 9,000.00 5.000 9,000.00 30 REMOVE CONCRETE (CURB AND GUTTER) LF 1.5000 12,750.00 9,541.000 14,311.50 31 REMOVE CONCRETE SIDEWALK LF 2.5000 2,000.00 594.000 1,485.00 32 REMOVE CONCRETE BARRIER LF 6.0000 33,900.00 5,650.000 33,900.00 33 CLEAN BRIDGE DECK SQFT 0.3500 11,935.00 9,578.000 3,352.30 34 REMOVE CRASH CUSHION EA 500.0000 2,000.00 2.000 1,000.00 35 BRIDGE REMOVAL, LOCATION A LS 65,000.0000 65,000.00 0.970 63,050.00 36 BRIDGE REMOVAL, LOCATION B LS 76,000.0000 76,000.00 1.000 76,000.00 37 BRIDGE REMOVAL, LOCATION C LS 46,000.0000 46,000.00 1.000 46,000.00 38 BRIDGE REMOVAL, LOCATION D LS 129,000.0000 129,000.00 1.000 129,000.00 39 BRIDGE REMOVAL, LOCATION E LS 62,000.0000 62,000.00 1.000 62,000.00 40 BRIDGE REMOVAL (PORTION), LOCATION A LS 27,000.0000 27,000.00 1.000 27,000.00 41 BRIDGE REMOVAL (PORTION), LOCATION B LS 1,400.0000 1,400.00 0.000 0.00 42 BRIDGE REMOVAL (PORTION), LOCATION C LS 25,000.0000 25,000.00 1.000 25,000.00 43 BRIDGE REMOVAL (PORTION), LOCATION D LS 12,000.0000 12,000.00 1.000 12,000.00 44 BRIDGE REMOVAL (PORTION), LOCATION E LS 29,000.0000 29,000.00 1.000 29,000.00 45 BRIDGE REMOVAL (PORTION), LOCATION F LS 50,000.0000 50,000.00 1.000 50,000.00 46 JACKING SUPERSTRUCTURE LS 15,000.0000 15,000.00 1.000 15,000.00 47 CLEARING AND GRUBBING ACRE 2,500.0000 212,500.00 85.000 212,500.00 48 ROADWAY EXCAVATION CY 4.0000 500,000.00 130,939.470 523,757.88 49 STRUCTURE EXCAVATION (BRIDGE) CY 20.0000 358,400.00 19,948.000 398,960.00 F) PROGRAM CAS145 PAGE 3 DATE 09/15/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035714 TIME 10:02 AM ESTIMATE NO. 67 BID OPENING 10/17/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/29/00 R.E. NAME: FRED HAMIDI DATE OF THIS ESTIMATE 09/15/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE EXCAVATION (RETAINING WALL) CY 20.0000 409,600.00 21,256.000 425,120.00 F) 51 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 20.0000 18,600.00 994.000 19,880.00 F) 52 STRUCTURE BACKFILL (BRIDGE) CY 20.0000 254,600.00 14,202.000 284,040.00 F) 53 STRUCTURE BACKFILL (RETAINING WALL) CY 15.0000 537,600.00 36,444.000 546,660.00 F) 54 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 25.0000 3,250.00 134.000 3,350.00 F) 55 PERVIOUS BACKFILL MATERIAL (RETAINING CY 30.0000 61,200.00 1,679.500 50,385.00 WALL) 56 SAND BACKFILL CY 100.0000 11,000.00 327.000 32,700.00 57 EARTH RETAINING STRUCTURE, LOCATION A SQFT 22.0000 436,700.00 19,850.000 436,700.00 F) 58 EARTH RETAINING STRUCTURE, LOCATION B SQFT 24.0000 457,680.00 19,070.000 457,680.00 F) 59 IMPORTED BORROW CY 3.7500 1,391,250.00 391,477.000 1,468,038.75 60 HIGHWAY PLANTING LS 15,000.0000 15,000.00 0.000 0.00 S) 61 EROSION CONTROL (TYPE D) ACRE 1,500.0000 55,500.00 16.000 24,000.00 S) 62 TRANSPLANT PALM TREE EA 800.0000 37,600.00 42.000 33,600.00 S) 63 PLANT ESTABLISHMENT WORK LS 15,000.0000 15,000.00 0.000 0.00 S) 64 IRRIGATION SYSTEM LS 100,000.0000 100,000.00 0.000 0.00 S) 65 3" SUPPLY LINE (BRIDGE) LF 15.0000 36,000.00 2,820.000 42,300.00 66 WATER METER LS 7,500.0000 7,500.00 1.000 7,500.00 S) 67 10" CORRUGATED STEEL PIPE CONDUIT LF 45.0000 99,000.00 2,775.000 124,875.00 S) (.064" THICK), OPEN TRENCH 68 10" WELDED STEEL PIPE CONDUIT LF 65.0000 46,475.00 720.000 46,800.00 S) (.250" THICK), OPEN TRENCH 69 10" WELDED STEEL PIPE CONDUIT LF 200.0000 37,000.00 218.000 43,600.00 S) (.250" THICK), JACKED 70 EXTEND 6" CONDUIT LF 190.0000 8,550.00 0.000 0.00 S) 71 CLASS 4 AGGREGATE SUBBASE CY 10.0000 74,400.00 10,233.950 102,339.50 72 CLASS 2 AGGREGATE BASE CY 16.0000 428,800.00 26,351.340 421,621.44 73 AGGREGATE BASE (APPROACH SLAB) CY 50.0000 4,550.00 42.000 2,100.00 74 CLASS 3 AGGREGATE BASE CY 16.0000 76,800.00 5,029.650 80,474.40 75 LEAN CONCRETE BASE CY 85.0000 487,050.00 4,946.680 420,467.80 76 ASPHALT TREATED PERMEABLE BASE CY 50.0000 670,000.00 11,162.900 558,145.00 PROGRAM CAS145 PAGE 4 DATE 09/15/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035714 TIME 10:02 AM ESTIMATE NO. 67 BID OPENING 10/17/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/29/00 R.E. NAME: FRED HAMIDI DATE OF THIS ESTIMATE 09/15/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 78 ASPHALT CONCRETE TON 31.5000 1,779,750.00 61,562.540 1,939,220.01 79 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 6.0000 19,200.00 2,088.400 12,530.40 AREA) 80 PLACE ASPHALT CONCRETE DIKE (TYPE A) LF 1.0000 8,200.00 2,954.000 2,954.00 81 PLACE ASPHALT CONCRETE DIKE (TYPE E) LF 1.0000 13,900.00 11,487.000 11,487.00 82 CONCRETE PAVEMENT CY 94.0000 3,346,400.00 29,103.400 2,735,719.60 83 CONCRETE PAVEMENT (RAMP TERMINI) CY 15.0000 16,500.00 995.100 14,926.50 84 SEAL PAVEMENT JOINT LF 1.1000 108,570.00 81,915.700 90,107.27 85 GROOVE EXISTING CONCRETE PAVEMENT SQFT 1.0000 8,300.00 0.000 0.00 86 FURNISH 16" STEEL PIPE PILING LF 25.0000 63,550.00 2,540.330 63,508.25 87 DRIVE 16" STEEL PIPE PILE EA 500.0000 24,000.00 48.000 24,000.00 S) 88 FURNISH PILING (CLASS 70) LF 10.0000 507,660.00 50,027.920 500,279.20 89 DRIVE PILE (CLASS 70) EA 500.0000 556,000.00 1,113.000 556,500.00 S) 90 FURNISH PILING (CLASS 45) LF 12.0000 324,960.00 27,179.060 326,148.72 91 DRIVE PILE (CLASS 45) EA 500.0000 509,000.00 1,003.000 501,500.00 S) 92 FURNISH PILING (CLASS 45) (ALT W) LF 18.0000 155,106.00 8,193.650 147,485.70 93 DRIVE PILE (CLASS 45) (ALT W) EA 500.0000 92,000.00 159.000 79,500.00 S) 94 FURNISH 16" CAST-IN-STEEL SHELL LF 25.0000 391,650.00 23,608.080 590,202.00 CONCRETE PILING 95 DRIVE 16" CAST-IN-STEEL SHELL CONCRETE EA 700.0000 204,400.00 423.000 296,100.00 S) PILE 96 16" CAST-IN-DRILLED-HOLE CONCRETE LF 18.0000 72,000.00 4,000.000 72,000.00 S) PILING (BARRIER) 97 PRESTRESSING CAST-IN-PLACE CONCRETE LS 780,000.0000 780,000.00 1.000 780,000.00 S) 98 SOIL NAIL ASSEMBLY LF 8.5000 160,990.00 21,025.000 178,712.50 S) 99 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 200.0000 690,000.00 3,910.000 782,000.00 F) 00 STRUCTURAL CONCRETE, BRIDGE CY 335.0000 7,895,950.00 23,731.060 7,949,905.10 F) 01 STRUCTURAL CONCRETE, RETAINING WALL CY 335.0000 3,935,245.00 12,011.700 4,023,919.50 F) 02 STRUCTURAL CONCRETE, APPROACH SLAB CY 200.0000 344,000.00 1,774.000 354,800.00 F) (TYPE N) 03 STRUCTURAL CONCRETE, APPROACH SLAB CY 250.0000 225,000.00 442.000 110,500.00 F) (TYPE R) PROGRAM CAS145 PAGE 5 DATE 09/15/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035714 TIME 10:02 AM ESTIMATE NO. 67 BID OPENING 10/17/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/29/00 R.E. NAME: FRED HAMIDI DATE OF THIS ESTIMATE 09/15/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CLASS A CONCRETE (BOX CULVERT) CY 500.0000 2,628,000.00 5,021.200 2,510,600.00 F) 05 MINOR CONCRETE (MINOR STRUCTURE) CY 600.0000 293,400.00 578.030 346,818.00 F) 06 PILASTER, RETAINING WALL CY 500.0000 13,500.00 27.000 13,500.00 F) 07 PILASTER, OVERCROSSING EA 1,000.0000 8,000.00 8.000 8,000.00 F) 08 PAVING NOTCH EXTENSION CF 70.0000 18,200.00 90.000 6,300.00 09 CONCRETE SURFACE TEXTURE SQFT 2.5000 122,850.00 47,460.000 118,650.00 F) 10 FRACTURED RIB TEXTURE SQFT 2.5000 188,950.00 75,267.000 188,167.50 F) 11 FRACTURED RIB TEXTURE (PALM TREE) SQFT 5.5000 224,070.00 41,620.000 228,910.00 F) 12 DRILL AND BOND DOWEL LF 12.0000 45,840.00 3,575.050 42,900.60 13 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 15.0000 3,900.00 133.000 1,995.00 14 INSTALL STUD CONNECTORS EA 10.0000 5,800.00 580.000 5,800.00 15 REFINISH BRIDGE DECK SQFT 15.0000 8,700.00 580.000 8,700.00 16 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 5.5000 273,075.00 49,748.000 273,614.00 F) 17 SOUND WALL (MASONRY BLOCK) SQFT 5.5000 3,080.00 1,125.000 6,187.50 18 MASONRY BLOCK WALL SQFT 5.5000 18,920.00 3,440.000 18,920.00 F) 19 JOINT SEAL (MR 1/2") LF 15.0000 12,900.00 475.000 7,125.00 S) 20 JOINT SEAL (TYPE B-MR 1") LF 20.0000 620.00 35.000 700.00 S) 21 JOINT SEAL (TYPE B-MR 2") LF 28.0000 13,160.00 470.000 13,160.00 S) 22 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 70.0000 23,100.00 330.000 23,100.00 S) 23 JOINT SEAL ASSEMBLY (MR 3") LF 70.0000 37,100.00 530.000 37,100.00 S) 24 JOINT SEAL ASSEMBLY (MR 3 1/2") LF 70.0000 8,400.00 100.000 7,000.00 S) 25 JOINT SEAL ASSEMBLY (MR 4") LF 70.0000 7,700.00 110.000 7,700.00 S) 26 BAR REINFORCING STEEL (BRIDGE) LB 0.4300 2,147,119.00 5,193,853.000 2,233,356.79 SF) 27 BAR REINFORCING STEEL (RETAINING WALL) LB 0.4500 528,430.50 1,232,211.000 554,494.95 SF) 28 BAR REINFORCING STEEL (BOX CULVERT) LB 0.4000 668,678.40 1,604,672.000 641,868.80 SF) 29 SHOTCRETE CY 200.0000 30,000.00 160.600 32,120.00 F) 30 ASPHALT MEMBRANE WATERPROOFING SQFT 6.5000 3,055.00 470.000 3,055.00 SF) PROGRAM CAS145 PAGE 6 DATE 09/15/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035714 TIME 10:02 AM ESTIMATE NO. 67 BID OPENING 10/17/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/29/00 R.E. NAME: FRED HAMIDI DATE OF THIS ESTIMATE 09/15/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 TREAT BRIDGE DECK SQFT 0.3500 11,935.00 12,471.000 4,364.85 F) 32 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 50.0000 17,150.00 124.000 6,200.00 (LOW ODOR) 33 COLUMN CASING LB 2.0000 81,200.00 40,600.000 81,200.00 SF) 34 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.2000 624,360.00 520,300.000 624,360.00 SF) 35 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.2000 104,060.00 520,300.000 104,060.00 SF) 36 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 1.5000 34,290.00 26,810.000 40,215.00 SF) 37 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.2000 4,572.00 26,810.000 5,362.00 SF) 38 FURNISH SIGN STRUCTURE (TRUSS) LB 1.3000 176,397.00 139,915.000 181,889.50 SF) 39 INSTALL SIGN STRUCTURE (TRUSS) LB 0.1500 20,353.50 139,915.000 20,987.25 SF) 40 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 200.0000 17,600.00 105.000 21,000.00 S) (SIGN FOUNDATION) 41 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 240.0000 57,600.00 203.000 48,720.00 S) (SIGN FOUNDATION) 42 METAL (ROADSIDE SIGN) EA 150.0000 1,050.00 6.000 900.00 43 METAL (RAIL MOUNTED SIGN) LB 5.0000 5,000.00 770.000 3,850.00 S) 44 ROADSIDE SIGN - ONE POST EA 120.0000 5,400.00 47.000 5,640.00 45 ROADSIDE SIGN - TWO POST EA 240.0000 3,360.00 12.000 2,880.00 46 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 90.0000 720.00 8.000 720.00 METHOD) 47 INSTALL SIGN OVERLAY SQFT 5.0000 415.00 83.000 415.00 48 ABUTMENT LUMBER BLOCKING MFBM 2,000.0000 18,000.00 9.000 18,000.00 F) 49 CLEAN AND PAINT STRUCTURAL STEEL LS 100,000.0000 100,000.00 1.000 100,000.00 S) 50 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 25.0000 8,250.00 459.170 11,479.25 S) 51 WORK AREA MONITORING LS 5,000.0000 5,000.00 1.000 5,000.00 52 PAINT CONCRETE SURFACES SQFT 1.0000 49,560.00 21,886.000 21,886.00 S) 53 18" ALTERNATIVE PIPE CULVERT LF 30.0000 67,800.00 4,585.000 137,550.00 54 24" ALTERNATIVE PIPE CULVERT LF 36.0000 597,600.00 18,592.000 669,312.00 55 30" ALTERNATIVE PIPE CULVERT LF 50.0000 51,000.00 963.000 48,150.00 56 36" ALTERNATIVE PIPE CULVERT LF 52.0000 34,320.00 1,037.000 53,924.00 57 84" ALTERNATIVE PIPE CULVERT LF 150.0000 79,500.00 530.000 79,500.00 PROGRAM CAS145 PAGE 7 DATE 09/15/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035714 TIME 10:02 AM ESTIMATE NO. 67 BID OPENING 10/17/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/29/00 R.E. NAME: FRED HAMIDI DATE OF THIS ESTIMATE 09/15/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 24" REINFORCED CONCRETE PIPE LF 40.0000 41,600.00 1,416.000 56,640.00 59 54" REINFORCED CONCRETE PIPE LF 150.0000 31,500.00 216.000 32,400.00 60 JACKED REINFORCED CONCRETE BOX LF 3,500.0000 385,000.00 0.000 0.00 61 18" SLOTTED CORRUGATED STEEL PIPE LF 60.0000 123,600.00 2,742.000 164,520.00 (.079" THICK) 62 3" PLASTIC PIPE (EDGE DRAIN) LF 6.0000 138,000.00 22,767.000 136,602.00 63 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 12.0000 28,200.00 2,528.000 30,336.00 64 GEOCOMPOSITE DRAIN SQFT 2.0000 3,520.00 1,876.000 3,752.00 65 24" ALTERNATIVE FLARED END SECTION EA 700.0000 3,500.00 6.000 4,200.00 66 36" AUTOMATIC DRAINAGE GATE EA 2,600.0000 15,600.00 2.000 5,200.00 67 36" PRECAST CONCRETE PIPE MANHOLE LF 100.0000 5,400.00 54.500 5,450.00 68 ROCK ENERGY DISSIPATOR CY 50.0000 3,100.00 0.000 0.00 69 SLOPE PAVING (CONCRETE) CY 200.0000 92,000.00 158.000 31,600.00 F) 70 MINOR CONCRETE (CHANNEL LINING) CY 220.0000 24,200.00 12.200 2,684.00 71 MINOR CONCRETE (MISCELLANEOUS CY 180.0000 113,760.00 1,263.600 227,448.00 CONSTRUCTION) 72 MINOR CONCRETE (GUTTER) LF 12.0000 26,760.00 630.000 7,560.00 SF) 73 MINOR CONCRETE CY 300.0000 39,000.00 137.000 41,100.00 (PATTERN STAMPED CONCRETE) 74 FRAME AND GRATE 24-12 EA 275.0000 57,750.00 256.000 70,400.00 S) 75 FRAME AND GRATE 18-9 EA 300.0000 4,800.00 16.000 4,800.00 S) 76 FRAME AND COVER EA 220.0000 6,820.00 41.000 9,020.00 S) 77 MISCELLANEOUS METAL LB 3.0000 2,820.00 940.000 2,820.00 S) 78 MISCELLANEOUS METAL (BRIDGE) LB 2.5000 71,800.00 29,363.000 73,407.50 SF) 79 CHAIN LINK FENCE (TYPE CL-4) LF 6.0000 4,560.00 676.000 4,056.00 S) 80 CHAIN LINK FENCE (TYPE CL-6) LF 8.0000 2,000.00 503.000 4,024.00 S) 81 PICKET FENCING, OVERCROSSING LF 150.0000 403,650.00 0.000 0.00 SF) 82 6' CHAIN LINK GATE (TYPE CL-6) EA 350.0000 700.00 9.000 3,150.00 S) 83 DELINEATOR (CLASS 1) EA 30.0000 450.00 0.000 0.00 S) 84 CONCRETE BARRIER (TYPE 25) LF 27.0000 156,897.00 5,811.000 156,897.00 F) PROGRAM CAS145 PAGE 8 DATE 09/15/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035714 TIME 10:02 AM ESTIMATE NO. 67 BID OPENING 10/17/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/29/00 R.E. NAME: FRED HAMIDI DATE OF THIS ESTIMATE 09/15/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 CONCRETE BARRIER (TYPE 25A) LF 27.0000 113,832.00 4,182.220 112,919.94 F) 86 CONCRETE BARRIER (TYPE 25R) LF 28.0000 30,940.00 1,105.000 30,940.00 F) 87 CONCRETE BARRIER (TYPE 27A MODIFIED) LF 29.0000 63,220.00 2,424.800 70,319.20 88 CONCRETE BARRIER (TYPE 27SV) LF 31.0000 40,610.00 1,310.000 40,610.00 89 CONCRETE BARRIER (TYPE 27 MODIFIED) LF 30.0000 48,810.00 1,627.000 48,810.00 F) 90 CONCRETE BARRIER (TYPE 29M) LF 44.0000 66,924.00 1,521.000 66,924.00 F) 91 CONCRETE BARRIER (TYPE 60A) LF 30.0000 21,660.00 572.000 17,160.00 F) 92 CONCRETE BARRIER (TYPE 60) LF 26.0000 248,040.00 10,696.000 278,096.00 93 CONCRETE BARRIER (TYPE 60 MOD) LF 22.0000 53,900.00 838.000 18,436.00 94 CONCRETE BARRIER (TYPE 60C) LF 50.0000 280,000.00 3,329.000 166,450.00 95 CONCRETE BARRIER (TYPE 60C MOD) LF 80.0000 60,800.00 151.000 12,080.00 96 CONCRETE BARRIER (TYPE 60D) LF 30.0000 26,400.00 1,616.000 48,480.00 97 CONCRETE BARRIER (TYPE 60E) LF 110.0000 11,000.00 265.000 29,150.00 98 CONCRETE BARRIER (TYPE 60G) LF 45.0000 53,550.00 1,116.000 50,220.00 99 CABLE RAILING LF 6.0000 11,400.00 0.000 0.00 SF) 00 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 01 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 13,230.00 3,396.000 3,056.40 S) 02 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 3,360.00 2,864.000 2,291.20 S) (BROKEN 12-3) 03 THERMOPLASTIC PAVEMENT MARKING SQFT 2.7000 10,476.00 1,912.000 5,162.40 S) 04 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 213.00 0.000 0.00 S) (BROKEN 6-1) 05 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 363.00 1,838.000 551.40 S) (BROKEN 17-7) 06 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2000 77,800.00 485,159.000 97,031.80 S) 07 PAINT PAVEMENT MARKING SQFT 1.3500 4,860.00 7,698.000 10,392.30 S) 08 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 35,700.00 18,201.000 27,301.50 S) 09 PAVEMENT MARKER (REFLECTIVE) EA 3.0000 46,200.00 14,167.000 42,501.00 S) 10 SIGNAL AND LIGHTING (LOCATION 1) LS 60,000.0000 60,000.00 1.000 60,000.00 S) 11 SIGNAL AND LIGHTING (LOCATION 2) LS 61,000.0000 61,000.00 1.000 61,000.00 S) PROGRAM CAS145 PAGE 9 DATE 09/15/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035714 TIME 10:02 AM ESTIMATE NO. 67 BID OPENING 10/17/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/29/00 R.E. NAME: FRED HAMIDI DATE OF THIS ESTIMATE 09/15/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 SIGNAL AND LIGHTING (LOCATION 3) LS 62,000.0000 62,000.00 1.000 62,000.00 S) 13 LIGHTING (CITY STREET) LS 100,000.0000 100,000.00 1.000 100,000.00 S) 14 LIGHTING AND SIGN ILLUMINATION LS 120,000.0000 120,000.00 1.000 120,000.00 S) 15 RELOCATE ELECTROLIER MARBELITE (CITY) LS 700,000.0000 700,000.00 1.000 700,000.00 S) 16 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 2,500.0000 5,000.00 0.000 0.00 S) 17 INTERCONNECTION CONDUIT AND CONDUCTOR LS 24,000.0000 24,000.00 1.000 24,000.00 S) 18 COMMUNICATION CONDUIT LS 300,000.0000 300,000.00 1.000 300,000.00 S) 19 SPRINKLER CONTROL CONDUIT (BRIDGE) LF 6.0000 19,140.00 3,190.000 19,140.00 SF) 20 TRAFFIC MONITORING STATION LS 50,000.0000 50,000.00 1.000 50,000.00 S) 21 CLOSED CIRCUIT TELEVISION SYSTEM LS 100,000.0000 100,000.00 1.000 100,000.00 S) 22 RAMP METERING SYSTEM (LOCATION 1) LS 50,000.0000 50,000.00 1.000 50,000.00 S) 23 RAMP METERING SYSTEM (LOCATION 2) LS 60,000.0000 60,000.00 1.000 60,000.00 S) 24 RAMP METERING SYSTEM (LOCATION 3) LS 30,000.0000 30,000.00 1.000 30,000.00 S) 25 ELECTROLIER, OVERCROSSING EA 16,000.0000 160,000.00 0.000 0.00 S) 26 ELECTROLIER, MARBELITE (CITY) EA 1,400.0000 15,400.00 11.000 15,400.00 S) 27 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 28 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 1.000 2,000.00 PLAN 29 18" REINFORCED CONCRETE PIPE LF 30.0000 43,800.00 1,729.000 51,870.00 30 MISCELLANEOUS METAL (TIE ROD) LF 10.0000 2,310.00 462.000 4,620.00 SF) 31 CRASH CUSHION ATTENUATING TERMINAL (CAT) EA 5,000.0000 60,000.00 10.000 50,000.00 S) 32 RELOCATE ELECTROLIER MARBELITE (CITY) EA 1,250.0000 2,500.00 2.000 2,500.00 PROGRAM CAS145 PAGE 10 DATE 09/15/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035714 TIME 10:02 AM ESTIMATE NO. 67 BID OPENING 10/17/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/29/00 R.E. NAME: FRED HAMIDI DATE OF THIS ESTIMATE 09/15/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 45,234,726.55 ADJUSTMENT OF COMPENSATION 0.00 5,380,634.71 EXTRA WORK 6,203.97 6,049,929.02 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 6,203.97 56,665,290.28 33 MOBILIZATION LS 5131,394.0000 5,131,394.00 1.000 5,131,394.00 ORIGINAL CONTRACT AMOUNT 51,383,000.40 TOTAL WORK COMPLETED 6,203.97 61,796,684.28 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -121,372.06 TOTAL 6,203.97 61,675,312.22 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 12/20/96 945 04/01/00 04/01/00 09/29/00 1364 4 58 4 100% 100% FRED HAMIDI RESIDENT ENGINEER PROGRAM CAS145 DATE 09/15/03