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 08/03/05 EST. NO.50 TIME 10:41 AM R.E. NAME: MOCKUS, CHRISTOPHER E. 12-059234 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 211 0001 175,000.00 A.C. @ L.S.(+) 072905 N A1 0 175,000.00 TOTAL THIS ESTIMATE 4,746,959.33 TOTAL PREVIOUS ESTIMATE 4,921,959.33 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 08/03/05 EST. NO.50 TIME 10:41 AM R.E. NAME: MOCKUS, CHRISTOPHER E. 12-059234 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION UNSATIS PAYROLL -10,000.00 25 UNSATIS. PAYROLLS -5,000.00 31 UNSAT PAYROLL -10,000.00 35 RETURN DEDUCTION 20,000.00 36 UNSATIS PAYROLL -10,000.00 37 RET DEDUC 5,000.00 37 UNSATIS PAYROLLS -10,000.00 38 UNSATIS PAYROLL -10,000.00 40 RET. UNSAT. PAYROLLS 20,000.00 45 RETURN UNSAT PAYROLL 10,000.00 48 0.00 0.00 OTHER OUTSTANDING DOCUMENTS NON SUB HC43&FHWA47 -10,000.00 42 REC. DOCUMENTS 10,000.00 44 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 08/03/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 10:41 AM ESTIMATE NO. 50 BID OPENING 01/08/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/30/01 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 08/03/05 LOCATION FINAL ESTIMATE 12-ORA-5-35.8/36.9 -------------- F C I CONSTRUCTORS, INC. IN ORANGE COUNTY IN ANAHEIM FROM 1601 S. ANAHEIM BLVD. 0.4 MILE SOUTH OF KATELLA AVENUE TO ANAHEIM, CA 92802 0.4 MILE NORTH OF ANAHEIM BOULEVARD 714 817-9423 FED. AID NO. ACIM- 005-2(871)107,ACNH- 005-2(871)107,DPU-071(4)N WIDEN FREEWAY AND 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 TEMPORARY FENCE (TYPE CL-6) LF 4.0000 29,280.00 5,433.000 21,732.00 S) 03 TEMPORARY MANHOLE EA 4,000.0000 8,000.00 0.000 0.00 04 TEMPORARY REINFORCED CONCRETE BOX LF 150.0000 4,500.00 30.000 4,500.00 CULVERT 05 TEMPORARY JUNCTION STRUCTURE EA 2,600.0000 15,600.00 3.250 8,450.00 06 36" TEMPORARY CULVERT (REINFORCED LF 80.0000 76,800.00 1,932.000 154,560.00 CONCRETE PIPE) 07 60" TEMPORARY CULVERT (REINFORCED LF 155.0000 91,450.00 0.000 0.00 CONCRETE PIPE) 08 63" TEMPORARY CULVERT (REINFORCED LF 265.0000 2,650.00 0.000 0.00 CONCRETE PIPE) 09 TEMPORARY JACKED 36" REINFORCED LF 390.0000 93,600.00 238.000 92,820.00 S) CONCRETE PIPE (CLASS IV) 10 TEMPORARY JACKED 60" REINFORCED LF 700.0000 147,000.00 0.000 0.00 S) CONCRETE PIPE (CLASS IV) 11 TEMPORARY INLET EA 2,500.0000 15,000.00 4.000 10,000.00 12 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 1.000 5,000.00 PLAN 13 WATER POLLUTION CONTROL LS 45,000.0000 45,000.00 1.000 45,000.00 14 CONSTRUCTION AREA SIGNS LS 60,000.0000 60,000.00 1.000 60,000.00 S) 15 TRAFFIC CONTROL SYSTEM LS 70,000.0000 70,000.00 1.000 70,000.00 S) 16 TYPE III BARRICADE EA 100.0000 19,000.00 100.000 10,000.00 17 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.0000 1,860.00 3,457.000 6,914.00 18 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 13,100.00 174,623.560 43,655.89 19 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 23,600.00 449.000 17,960.00 20 PORTABLE DELINEATOR EA 40.0000 2,160.00 43.000 1,720.00 21 TEMPORARY PAVEMENT MARKER EA 3.5000 7,770.00 4,436.000 15,526.00 22 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 08/03/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 10:41 AM ESTIMATE NO. 50 BID OPENING 01/08/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/30/01 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 08/03/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY RAILING (TYPE K) LF 9.0000 204,300.00 28,860.000 259,740.00 24 TEMPORARY CRASH CUSHION MODULE EA 250.0000 40,000.00 179.000 44,750.00 S) 25 TEMPORARY TRAFFIC SCREEN LF 2.0000 31,000.00 3,820.000 7,640.00 26 ABANDON REINFORCED CONCRETE BOX EA 1,500.0000 1,500.00 1.000 1,500.00 27 REMOVE CHAIN LINK FENCE LF 3.0000 17,190.00 6,205.000 18,615.00 28 REMOVE BARBED WIRE FENCE LF 5.0000 850.00 0.000 0.00 29 REMOVE METAL BEAM GUARD RAILING LF 5.0000 7,150.00 1,395.500 6,977.50 30 REMOVE DOUBLE METAL BEAM BARRIER LF 7.0000 4,200.00 450.000 3,150.00 31 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 1,630.00 55,428.280 27,714.14 32 REMOVE PAINTED PAVEMENT MARKING SQFT 1.5000 360.00 854.000 1,281.00 33 REMOVE PAVEMENT MARKER EA 2.0000 1,360.00 4,254.000 8,508.00 34 REMOVE ROADSIDE SIGN EA 165.0000 24,750.00 143.000 23,595.00 35 REMOVE SIGN STRUCTURE EA 2,000.0000 4,000.00 1.000 2,000.00 36 REMOVE PIPE LF 45.0000 100,350.00 2,626.000 118,170.00 37 REMOVE INLET EA 600.0000 1,200.00 2.000 1,200.00 38 REMOVE HEADWALL EA 600.0000 9,000.00 14.000 8,400.00 39 REMOVE REINFORCED CONCRETE BOX CULVERT LF 15.0000 7,800.00 505.000 7,575.00 40 REMOVE MANHOLE EA 1,000.0000 3,000.00 5.000 5,000.00 41 REMOVE CATCH BASIN EA 600.0000 2,400.00 4.000 2,400.00 42 REMOVE CONCRETE PAVEMENT SQYD 2.0000 60,200.00 30,136.000 60,272.00 43 REMOVE BASE AND SURFACING CY 4.5000 9,765.00 6,391.800 28,763.10 44 RECONSTRUCT METAL BEAM GUARD RAILING LF 20.0000 14,200.00 715.000 14,300.00 S) (WOOD POST) 45 ADJUST WATER VALVE BOXES AND COVERS EA 280.0000 12,040.00 53.000 14,840.00 TO GRADE 46 ADJUST SEWER MANHOLE EA 700.0000 16,100.00 23.000 16,100.00 S) 47 REMOVE CONCRETE (CURB AND GUTTER) LF 1.2500 23,000.00 21,146.500 26,433.13 48 REMOVE CONCRETE SIDEWALK AND CURB RAMP SQYD 2.5000 8,175.00 4,038.600 10,096.50 49 REMOVE CONCRETE DRIVEWAY SQYD 2.7500 6,600.00 2,058.900 5,661.98 PROGRAM CAS145 PAGE 3 DATE 08/03/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 10:41 AM ESTIMATE NO. 50 BID OPENING 01/08/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/30/01 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 08/03/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE CROSS GUTTER SQYD 7.0000 1,610.00 725.810 5,080.67 51 REMOVE CONCRETE (CHANNEL) CY 21.0000 10,500.00 902.970 18,962.37 52 REMOVE CONCRETE BARRIER LF 18.0000 486.00 27.000 486.00 53 BRIDGE REMOVAL LS 80,000.0000 80,000.00 1.000 80,000.00 54 CLEARING AND GRUBBING LS 70,000.0000 70,000.00 1.000 70,000.00 55 ROADWAY EXCAVATION CY 4.0000 1,264,000.00 416,166.850 1,664,667.40 56 STRUCTURE EXCAVATION (BRIDGE) CY 5.0000 276,925.00 55,385.000 276,925.00 F) 57 STRUCTURE EXCAVATION (RETAINING WALL) CY 10.0000 99,880.00 10,407.000 104,070.00 F) 58 STRUCTURE BACKFILL (BRIDGE) CY 15.0000 373,155.00 24,877.000 373,155.00 F) 59 STRUCTURE BACKFILL (RETAINING WALL) CY 15.0000 208,170.00 14,230.000 213,450.00 F) 60 PERVIOUS BACKFILL MATERIAL (RETAINING CY 50.0000 38,150.00 763.000 38,150.00 F) WALL) 61 SAND BACKFILL CY 60.0000 4,980.00 73.100 4,386.00 62 EARTH RETAINING STRUCTURE, LOCATION A SQFT 35.0000 309,750.00 8,850.000 309,750.00 F) 63 EARTH RETAINING STRUCTURE, LOCATION B SQFT 35.0000 527,100.00 15,060.000 527,100.00 F) 64 EARTH RETAINING STRUCTURE, LOCATION C SQFT 35.0000 274,750.00 7,850.000 274,750.00 F) 65 EARTH RETAINING STRUCTURE, LOCATION D SQFT 35.0000 273,000.00 7,800.000 273,000.00 F) 66 EARTH RETAINING STRUCTURE, LOCATION E SQFT 35.0000 344,750.00 9,687.000 339,045.00 F) 67 IMPORTED BORROW CY 2.5000 600,000.00 221,362.000 553,405.00 68 HIGHWAY PLANTING LS 5,000.0000 5,000.00 1.000 5,000.00 S) 69 ROCK BLANKET SQFT 5.0000 94,500.00 17,458.450 87,292.25 S) 70 EROSION CONTROL (TYPE D) ACRE 2,500.0000 12,500.00 5.750 14,375.00 S) 71 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 1.000 10,000.00 S) 72 IRRIGATION SYSTEM LS 30,000.0000 30,000.00 1.000 30,000.00 S) 73 TREE WELL SLEEVES LS 13,000.0000 13,000.00 1.000 13,000.00 S) 74 10" BITUMINOUS COATED CORRUGATED STEEL LF 35.0000 18,200.00 879.000 30,765.00 S) PIPE CONDUIT (.064" THICK) 75 CLASS 4 AGGREGATE SUBBASE CY 25.0000 5,250.00 50.100 1,252.50 76 CLASS 2 AGGREGATE BASE CY 12.5000 475,000.00 42,312.710 528,908.88 PROGRAM CAS145 PAGE 4 DATE 08/03/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 10:41 AM ESTIMATE NO. 50 BID OPENING 01/08/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/30/01 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 08/03/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CLASS 3 AGGREGATE BASE CY 25.0000 4,500.00 962.120 24,053.00 78 LEAN CONCRETE BASE CY 80.0000 98,400.00 1,170.000 93,600.00 79 TREATED PERMEABLE BASE CY 40.0000 339,600.00 8,469.260 338,770.40 80 ASPHALT CONCRETE (TYPE B) TON 33.0000 980,100.00 33,043.320 1,090,429.56 81 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 15.0000 19,350.00 455.920 6,838.80 AREA) 82 PLACE ASPHALT CONCRETE DIKE (TYPE A) LF 2.2500 247.50 102.000 229.50 83 PLACE ASPHALT CONCRETE DIKE (TYPE C) LF 2.2500 765.00 334.000 751.50 84 PLACE ASPHALT CONCRETE DIKE (TYPE D) LF 2.2500 9,022.50 4,026.600 9,059.85 85 PLACE ASPHALT CONCRETE DIKE (TYPE F) LF 2.2500 292.50 130.000 292.50 86 CONCRETE PAVEMENT CY 82.0000 1,697,400.00 20,203.530 1,656,689.46 87 CONCRETE PAVEMENT (RAMP TERMINI) CY 110.0000 47,300.00 445.480 49,002.80 88 SEAL PAVEMENT JOINT LF 1.0000 100,000.00 103,110.000 103,110.00 89 FURNISH 14" STEEL PIPE PILING LF 18.0000 70,182.00 3,971.000 71,478.00 90 DRIVE 14" STEEL PIPE PILE EA 850.0000 59,500.00 71.000 60,350.00 S) 91 FURNISH 16" STEEL PIPE PILING LF 25.0000 2,209,575.00 89,055.250 2,226,381.25 92 DRIVE 16" STEEL PIPE PILE EA 555.0000 730,380.00 1,332.000 739,260.00 S) 93 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 25.0000 3,250.00 128.000 3,200.00 S) (PILASTER) 94 18" CAST-IN-DRILLED HOLE CONCRETE LF 30.0000 3,000.00 102.000 3,060.00 S) PILING (PILASTER) 95 FURNISH PILING (CLASS 100) LF 11.0000 260,590.00 21,973.000 241,703.00 96 DRIVE PILE (CLASS 100) EA 800.0000 316,000.00 383.000 306,400.00 S) 97 VIBRATION MONITORING LS 10,000.0000 10,000.00 1.000 10,000.00 S) 98 FURNISH PILING (CLASS 70) LF 10.0000 80,020.00 8,028.000 80,280.00 99 DRIVE PILE (CLASS 70) EA 800.0000 115,200.00 146.000 116,800.00 S) 00 FURNISH PILING (CLASS 45) LF 10.0000 159,840.00 15,921.000 159,210.00 01 DRIVE PILE (CLASS 45) EA 800.0000 304,800.00 381.000 304,800.00 S) 02 16" CAST-IN-DRILLED-HOLE CONCRETE LF 28.0000 42,000.00 1,496.000 41,888.00 S) PILING (BARRIER) 03 PRESTRESSING CAST-IN-PLACE CONCRETE LS 515,000.0000 515,000.00 1.000 515,000.00 S) PROGRAM CAS145 PAGE 5 DATE 08/03/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 10:41 AM ESTIMATE NO. 50 BID OPENING 01/08/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/30/01 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 08/03/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 180.0000 794,880.00 4,433.000 797,940.00 F) 05 STRUCTURAL CONCRETE, BRIDGE CY 286.0000 6,625,762.00 23,167.000 6,625,762.00 F) 06 STRUCTURAL CONCRETE, RETAINING WALL CY 235.0000 1,254,900.00 5,378.000 1,263,830.00 F) 07 STRUCTURAL CONCRETE, APPROACH SLAB CY 350.0000 336,000.00 960.000 336,000.00 F) (TYPE N) 08 CLASS A CONCRETE (BOX CULVERT) CY 240.0000 440,400.00 1,867.200 448,128.00 F) 09 MINOR CONCRETE (MINOR STRUCTURE) CY 775.0000 424,700.00 628.370 486,986.75 F) 10 CLASS A CONCRETE (PIPE ENCASEMENT) CY 90.0000 4,410.00 62.400 5,616.00 11 SOUND WALL CAP LF 6.0000 2,952.00 492.000 2,952.00 SF) 12 PILASTER, SOUND WALL CY 900.0000 18,000.00 20.000 18,000.00 SF) 13 PILASTER, RETAINING WALL CY 600.0000 52,800.00 95.135 57,081.00 F) 14 FURNISH AND INSTALL 36" ART PANEL EA 1,500.0000 54,000.00 36.000 54,000.00 S) 15 FURNISH AND INSTALL 8" TILE SQFT 9.0000 215,100.00 23,900.000 215,100.00 S) 16 FURNISH AND INSTALL 12" TILE SQFT 9.0000 11,160.00 1,240.000 11,160.00 S) 17 CONCRETE SURFACE TEXTURE SQFT 1.0000 77,086.00 71,354.000 71,354.00 SF) 18 RETAINING WALL STEM (TYPE 6) SQFT 12.0000 14,400.00 1,200.000 14,400.00 SF) 19 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 6.0000 24,600.00 4,100.000 24,600.00 SF) 20 SOUND WALL (MASONRY BLOCK) SQFT 12.0000 31,200.00 2,600.000 31,200.00 SF) 21 PTFE BEARING EA 4,000.0000 48,000.00 12.000 48,000.00 S) 22 JOINT SEAL (MR 1/2") LF 25.0000 1,575.00 63.000 1,575.00 S) 23 JOINT SEAL (TYPE B-MR 1 1/2") LF 30.0000 19,200.00 666.000 19,980.00 S) 24 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 120.0000 8,880.00 74.000 8,880.00 S) 25 JOINT SEAL ASSEMBLY (MR 3") LF 110.0000 5,720.00 52.000 5,720.00 S) 26 JOINT SEAL ASSEMBLY (MR 3 1/2") LF 120.0000 4,320.00 36.000 4,320.00 S) 27 JOINT SEAL ASSEMBLY (MR 5 1/2") LF 475.0000 19,950.00 42.000 19,950.00 S) 28 JOINT SEAL ASSEMBLY (MR 6") LF 500.0000 20,000.00 40.000 20,000.00 S) 29 JOINT SEAL ASSEMBLY (MR 7 1/2") LF 500.0000 47,000.00 94.000 47,000.00 S) 30 JOINT SEAL ASSEMBLY (MR 8") LF 650.0000 22,750.00 35.000 22,750.00 S) PROGRAM CAS145 PAGE 6 DATE 08/03/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 10:41 AM ESTIMATE NO. 50 BID OPENING 01/08/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/30/01 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 08/03/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 BAR REINFORCING STEEL (BRIDGE) LB 0.4200 2,960,412.00 7,049,482.000 2,960,782.44 SF) 32 BAR REINFORCING STEEL (RETAINING WALL) LB 0.5000 263,425.00 530,591.000 265,295.50 SF) 33 BAR REINFORCING STEEL (BOX CULVERT) LB 0.5000 117,051.00 241,619.962 120,809.98 SF) 34 ASPHALT MEMBRANE WATERPROOFING SQFT 2.0000 75,100.00 37,550.000 75,100.00 SF) 35 FURNISH SIGN STRUCTURE (TUBULAR) LB 2.0000 68,168.00 34,084.000 68,168.00 F) 36 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.4000 13,633.60 34,084.000 13,633.60 SF) 37 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 2.0000 64,480.00 32,240.000 64,480.00 F) 38 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.5000 16,120.00 32,240.000 16,120.00 SF) 39 FURNISH SIGN STRUCTURE (TRUSS) LB 1.5000 69,520.50 46,546.000 69,819.00 F) 40 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 11,586.75 46,546.000 11,636.50 SF) 41 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 200.0000 46,000.00 210.000 42,000.00 S) (SIGN FOUNDATION) 42 42" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 250.0000 11,000.00 44.000 11,000.00 S) (SIGN FOUNDATION) 43 48" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 300.0000 5,400.00 18.000 5,400.00 S) (SIGN FOUNDATION) 44 METAL (ROADSIDE SIGN) EA 265.0000 17,490.00 64.000 16,960.00 45 METAL (RAIL MOUNTED SIGN) LB 8.0000 6,160.00 770.000 6,160.00 46 ROADSIDE SIGN - ONE POST EA 265.0000 16,960.00 52.000 13,780.00 47 ROADSIDE SIGN - TWO POST EA 525.0000 10,500.00 16.000 8,400.00 48 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 2,800.00 13.000 2,600.00 METHOD) 49 PAINT TUNNEL CEILING SQFT 1.5000 44,100.00 29,400.000 44,100.00 S) 50 PAINT CONCRETE SURFACES SQFT 1.0000 79,059.00 70,127.000 70,127.00 S) 51 18" ALTERNATIVE PIPE CULVERT LF 35.0000 37,800.00 1,072.000 37,520.00 52 24" ALTERNATIVE PIPE CULVERT LF 40.0000 81,200.00 2,030.000 81,200.00 53 18" REINFORCED CONCRETE PIPE LF 35.0000 81,900.00 2,597.000 90,895.00 54 24" REINFORCED CONCRETE PIPE LF 40.0000 229,200.00 5,716.000 228,640.00 55 30" REINFORCED CONCRETE PIPE LF 60.0000 59,400.00 955.000 57,300.00 56 36" REINFORCED CONCRETE PIPE LF 70.0000 23,100.00 349.000 24,430.00 57 48" REINFORCED CONCRETE PIPE LF 100.0000 85,000.00 830.500 83,050.00 PROGRAM CAS145 PAGE 7 DATE 08/03/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 10:41 AM ESTIMATE NO. 50 BID OPENING 01/08/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/30/01 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 08/03/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 54" REINFORCED CONCRETE PIPE LF 110.0000 165,000.00 1,496.000 164,560.00 59 60" REINFORCED CONCRETE PIPE LF 130.0000 8,320.00 64.000 8,320.00 60 63" REINFORCED CONCRETE PIPE LF 150.0000 226,500.00 1,338.000 200,700.00 61 66" REINFORCED CONCRETE PIPE LF 180.0000 275,400.00 1,520.000 273,600.00 62 24" BITUMINOUS COATED CORRUGATED STEEL LF 80.0000 640.00 8.000 640.00 PIPE (.109" THICK) 63 12" BITUMINOUS COATED SLOTTED LF 60.0000 2,400.00 40.000 2,400.00 CORRUGATED STEEL PIPE (.109" THICK) 64 18" BITUMINOUS COATED SLOTTED CORRUGATED LF 60.0000 6,000.00 108.000 6,480.00 STEEL PIPE (.109" THICK) 65 8" STEEL PIPE LF 35.0000 17,500.00 190.000 6,650.00 66 3" PLASTIC PIPE (EDGE DRAIN) LF 6.5000 67,600.00 9,812.500 63,781.25 67 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 15.0000 16,350.00 1,083.500 16,252.50 68 GEOCOMPOSITE DRAIN SQFT 0.7500 48,300.00 64,400.000 48,300.00 69 18" BITUMINOUS COATED CORRUGATED STEEL LF 70.0000 6,720.00 96.000 6,720.00 PIPE RISER (.109" THICK) 70 18" ALTERNATIVE FLARED END SECTION EA 450.0000 450.00 1.000 450.00 71 36" PRECAST CONCRETE PIPE INLET LF 125.0000 3,000.00 18.000 2,250.00 72 36" PRECAST CONCRETE PIPE MANHOLE LF 80.0000 5,760.00 92.000 7,360.00 73 ROCK SLOPE PROTECTION TON 125.0000 375.00 3.000 375.00 (FACING, METHOD B) 74 CONCRETE (GUTTER LINING) CY 400.0000 1,200.00 3.000 1,200.00 75 CONCRETE (DITCH LINING) CY 400.0000 2,400.00 22.000 8,800.00 76 SLOPE PAVING (CONCRETE) CY 475.0000 131,575.00 277.000 131,575.00 F) 77 MINOR CONCRETE (MISCELLANEOUS CY 180.0000 406,800.00 2,174.290 391,372.20 CONSTRUCTION) 78 MINOR CONCRETE (STAMPED CONCRETE) SQFT 5.0000 53,500.00 9,105.000 45,525.00 79 MISCELLANEOUS IRON AND STEEL LB 0.7500 53,166.00 73,997.400 55,498.05 SF) 80 MISCELLANEOUS METAL LB 14.0000 23,380.00 1,670.000 23,380.00 SF)(RESTRAINER - CABLE TYPE) 81 MISCELLANEOUS METAL (BRIDGE) LB 3.0000 120,900.00 40,300.000 120,900.00 SF) 82 CHAIN LINK FENCE (TYPE CL-6) LF 7.0000 35,350.00 5,118.000 35,826.00 S) 83 6' CHAIN LINK GATE (TYPE CL-6) EA 600.0000 1,200.00 2.000 1,200.00 S) 84 10' CHAIN LINK GATE (TYPE CL-6) EA 800.0000 800.00 1.000 800.00 S) PROGRAM CAS145 PAGE 8 DATE 08/03/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 10:41 AM ESTIMATE NO. 50 BID OPENING 01/08/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/30/01 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 08/03/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 12' CHAIN LINK GATE (TYPE CL-6) EA 1,000.0000 2,000.00 2.000 2,000.00 S) 86 DELINEATOR (CLASS 1) EA 40.0000 1,200.00 0.000 0.00 87 INSTALL MEDIAN MILEAGE PANEL EA 50.0000 1,000.00 20.000 1,000.00 88 CHAIN LINK RAILING LF 60.0000 10,200.00 170.000 10,200.00 S) 89 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 30.0000 46,500.00 1,545.100 46,353.00 S) 90 CONCRETE BARRIER (TYPE 25) LF 45.0000 9,180.00 204.000 9,180.00 F) 91 CONCRETE BARRIER (TYPE 25A) LF 40.0000 167,800.00 4,183.000 167,320.00 F) 92 CONCRETE BARRIER (TYPE 25B) LF 55.0000 64,295.00 1,169.000 64,295.00 F) 93 CONCRETE BARRIER (TYPE 25B MODIFIED) LF 80.0000 23,200.00 285.000 22,800.00 94 CONCRETE BARRIER (TYPE 25 MODIFIED) LF 40.0000 112,520.00 2,813.000 112,520.00 F) 95 CONCRETE BARRIER (TYPE 25A MODIFIED) LF 50.0000 7,800.00 156.000 7,800.00 F) 96 CONCRETE BARRIER (TYPE 27S) LF 58.0000 7,424.00 128.000 7,424.00 F) 97 CONCRETE BARRIER (TYPE 27SV) LF 80.0000 19,200.00 240.000 19,200.00 F) 98 CONCRETE BARRIER (TYPE 28M1) LF 50.0000 37,400.00 748.000 37,400.00 F) 99 CONCRETE BARRIER (TYPE 28M2) LF 40.0000 240,960.00 6,024.000 240,960.00 F) 00 CONCRETE BARRIER (TYPE 60A) LF 40.0000 11,600.00 1,223.000 48,920.00 F) 01 CONCRETE BARRIER (TYPE 60) LF 40.0000 84,400.00 4,917.000 196,680.00 02 CONCRETE BARRIER (TYPE 60C) LF 85.0000 6,715.00 66.000 5,610.00 03 CONCRETE BARRIER (TYPE 60E) LF 90.0000 27,000.00 314.000 28,260.00 04 CONCRETE BARRIER (TYPE 60D) LF 30.0000 28,380.00 526.000 15,780.00 F) 05 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 35.0000 61,600.00 2,180.000 76,300.00 F) 06 CABLE ANCHOR ASSEMBLY EA 350.0000 1,400.00 4.000 1,400.00 S) (BREAKAWAY, TYPE B) 07 ANCHOR ASSEMBLY (BREAKAWAY, TYPE M) EA 1,000.0000 10,000.00 0.000 0.00 S) 08 TERMINAL SECTION (TYPE M) EA 150.0000 1,500.00 0.000 0.00 S) 09 CRASH CUSHION, FRANGIBLE CARTRIDGE EA 31,000.0000 62,000.00 0.000 0.00 S) (HEXFOAM) 10 CRASH CUSHION ATTENUATING TERMINAL (CAT) EA 15,000.0000 15,000.00 1.000 15,000.00 S) 11 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 15,200.00 94,051.000 37,620.40 S) PROGRAM CAS145 PAGE 9 DATE 08/03/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 10:41 AM ESTIMATE NO. 50 BID OPENING 01/08/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/30/01 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 08/03/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 11,985.00 22,024.000 18,720.40 S) 13 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 3,800.00 9,754.000 7,803.20 S) (BROKEN 12-3) 14 THERMOPLASTIC PAVEMENT MARKING SQFT 3.3000 28,644.00 8,323.000 27,465.90 S) 15 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 552.00 2,034.000 813.60 S) (BROKEN 6-1) 16 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 460.00 1,705.000 682.00 S) (BROKEN 17-7) 17 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 480.00 2,600.000 2,080.00 S) (BROKEN 36-12) 18 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2000 12,540.00 90,516.000 18,103.20 S) 19 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 8,880.00 12,018.000 18,027.00 S) 20 PAVEMENT MARKER (REFLECTIVE) EA 3.0000 11,880.00 6,786.000 20,358.00 S) 21 SIGNAL AND LIGHTING (LOCATION 1) LS 61,000.0000 61,000.00 1.000 61,000.00 S) 22 SIGNAL AND LIGHTING (LOCATION 2) LS 81,000.0000 81,000.00 1.000 81,000.00 S) 23 SIGNAL AND LIGHTING (LOCATION 3) LS 56,000.0000 56,000.00 1.000 56,000.00 S) 24 MODIFY SIGNAL AND LIGHTING (LOCATION 4) LS 14,000.0000 14,000.00 1.000 14,000.00 25 REMOVE SIGNAL AND LIGHTING (LOCATION 5) LS 5,000.0000 5,000.00 1.000 5,000.00 S) 26 MODIFY SIGNAL AND LIGHTING LS 30,000.0000 30,000.00 1.000 30,000.00 S) (CITY STREET LOCATION 1) 27 SIGNAL AND LIGHTING LS 40,000.0000 40,000.00 1.000 40,000.00 S) (CITY STREET LOCATION 2) 28 REMOVE SIGNAL AND LIGHTING LS 5,000.0000 5,000.00 1.000 5,000.00 S) (CITY STREET LOCATION 3) 29 LIGHTING (CITY STREET) LS 135,000.0000 135,000.00 1.000 135,000.00 S) 30 LIGHTING AND SIGN ILLUMINATION LS 132,000.0000 132,000.00 1.000 132,000.00 S) 31 FLASHING BEACON LS 22,000.0000 22,000.00 1.000 22,000.00 S) 32 INTERCONNECTION CONDUIT AND CABLE LS 40,000.0000 40,000.00 1.000 40,000.00 S) 33 INTERCONNECT CONDUIT AND CABLE LS 8,000.0000 8,000.00 1.000 8,000.00 S) (CITY) 34 COMMUNICATION CONDUIT SYSTEM LS 100,000.0000 100,000.00 1.000 100,000.00 35 TRAFFIC MANAGEMENT SYSTEM LS 200,000.0000 200,000.00 1.000 200,000.00 S) 36 ELECTROLIER, MARBELITE (CITY) EA 2,000.0000 58,000.00 29.000 58,000.00 S) 37 INSTALL STATE-FURNISHED CITY EA 1,000.0000 25,000.00 25.000 25,000.00 S) ELECTROLIER (ORNAMENTAL) 38 TUNNEL LIGHTING AND ELECTRICAL SYSTEMS LS 300,000.0000 300,000.00 1.000 300,000.00 PROGRAM CAS145 PAGE 10 DATE 08/03/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 10:41 AM ESTIMATE NO. 50 BID OPENING 01/08/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/30/01 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 08/03/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 FIRE PROTECTION SYSTEM LS 75,000.0000 75,000.00 1.000 75,000.00 S) PROGRAM CAS145 PAGE 11 DATE 08/03/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 10:41 AM ESTIMATE NO. 50 BID OPENING 01/08/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/30/01 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 08/03/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 34,858,816.40 ADJUSTMENT OF COMPENSATION 175,000.00 2,462,342.36 EXTRA WORK 0.00 2,459,616.97 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 175,000.00 39,780,775.73 40 MOBILIZATION LS 3800,000.0000 3,800,000.00 1.000 3,800,000.00 ORIGINAL CONTRACT AMOUNT 38,064,052.35 TOTAL WORK COMPLETED 175,000.00 43,580,775.73 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 175,000.00 43,580,775.73 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 03/02/98 1097 03/17/98 03/16/98 03/30/01 1110 0 158 0 100% 100% MOCKUS, CHRISTOPHER E. RESIDENT ENGINEER PROGRAM CAS145 DATE 08/03/05