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 06/23/03 EST. NO.51 TIME 07:17 AM R.E. NAME: NADERI, ARSALAN 12-069514 --------------------------------------------------------------------------- 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 06/23/03 EST. NO.51 TIME 07:17 AM R.E. NAME: NADERI, ARSALAN 12-069514 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DELINQUENT PAYROLL -10,000.00 03 DELINQUENT PAYROLL -5,000.00 04 DELINQUENT PAYROLLS -5,000.00 05 SATISFACTORY PAYROLL 10,000.00 05 SAT. PAYROLLS 10,000.00 07 PAYROLLS DELINQUENT -10,000.00 12 RETURNED 10,000.00 14 MISSIING PAYROLLS -10,000.00 27 DELINQUENT PAYROLL -10,000.00 32 RETURN DEDUCT 20,000.00 40 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 06/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-069514 TIME 07:17 AM ESTIMATE NO. 51 BID OPENING 05/21/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: NADERI, ARSALAN DATE OF THIS ESTIMATE 06/23/03 LOCATION PROGRESS ESTIMATE 12-ORA-405-7.6/9.6 ----------------- C C MEYERS, INC. IN ORANGE COUNTY IN IRVINE, SANTA 1822 S. LEWIS STREET ANA AND COSTA MESA ON RTE 405 FROM ANAHEIM, CA 92805 0.2 KM N OF MACARTHUR BLVD OC TO 949 222-0522 0.4 KM N OF REDHILL AVE UC AND ON RTE 55 FROM 0.3 KM S OF MAIN ST UC FED. AID NO. N O N E CONSTRUCT ROADWAY, BRIDGES AND WALL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 10,000.0000 10,000.00 0.010 100.00 0.980 9,800.00 02 PREPARE STORM WATER POLLUTION PREVENTION LS 8,000.0000 8,000.00 1.000 8,000.00 PLAN 03 WATER POLLUTION CONTROL LS 125,000.0000 125,000.00 1.000 125,000.00 04 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.050 2,500.00 0.900 45,000.00 S) 05 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 1.000 250,000.00 S) 06 TYPE II BARRICADE EA 50.0000 4,300.00 86.000 4,300.00 07 TYPE III BARRICADE EA 85.0000 4,165.00 49.000 4,165.00 08 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 24,150.00 743.000 26,005.00 09 PORTABLE DELINEATOR EA 25.0000 4,750.00 184.000 4,600.00 10 FLASHING BEACON (PORTABLE) EA 600.0000 3,000.00 5.000 3,000.00 S) 11 TEMPORARY TERMINAL SECTION (TYPE K) EA 100.0000 800.00 0.000 0.00 12 PORTABLE CHANGEABLE MESSAGE SIGN LS 75,000.0000 75,000.00 1.000 75,000.00 13 TEMPORARY RAILING (TYPE K) M 27.0000 653,400.00 26,881.440 725,798.88 14 TEMPORARY CRASH CUSHION MODULE EA 200.0000 158,000.00 1,138.000 227,600.00 15 TEMPORARY TRAFFIC SCREEN M 4.0000 96,400.00 22,417.000 89,668.00 16 ABANDON CULVERT EA 700.0000 25,900.00 36.000 25,200.00 17 ABANDON INLET EA 600.0000 17,400.00 27.000 16,200.00 18 ABANDON MANHOLE EA 1,500.0000 4,500.00 6.000 9,000.00 19 REMOVE CHAIN LINK FENCE M 13.0000 16,770.00 1,015.000 13,195.00 20 REMOVE METAL BEAM GUARD RAILING M 16.0000 16,160.00 439.350 7,029.60 21 REMOVE TRAFFIC STRIPE AND PAVEMENT M 1.7000 67,490.00 75,164.600 127,779.82 MARKING 22 REMOVE PAVEMENT MARKER EA 1.5000 17,700.00 22,369.000 33,553.50 PROGRAM CAS145 PAGE 2 DATE 06/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-069514 TIME 07:17 AM ESTIMATE NO. 51 BID OPENING 05/21/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: NADERI, ARSALAN DATE OF THIS ESTIMATE 06/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ROADSIDE SIGN EA 80.0000 4,880.00 60.000 4,800.00 24 REMOVE SIGN STRUCTURE EA 2,500.0000 12,500.00 4.000 10,000.00 25 REMOVE BRIDGE MOUNTED SIGN EA 1,500.0000 7,500.00 5.000 7,500.00 26 REMOVE PIPE M 40.0000 4,800.00 3.000 120.00 250.940 10,037.60 27 REMOVE INLET EA 500.0000 3,500.00 7.000 3,500.00 15.000 7,500.00 28 REMOVE DOWNDRAIN M 425.0000 3,400.00 7.000 2,975.00 15.000 6,375.00 29 REMOVE CONCRETE PAVEMENT M2 9.0000 78,390.00 22,142.730 199,284.57 30 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 600.0000 6,000.00 6.000 3,600.00 31 RECONSTRUCT SIGN STRUCTURE EA 5,000.0000 15,000.00 2.000 10,000.00 32 RECONSTRUCT BRIDGE MOUNTED SIGN EA 500.0000 1,000.00 0.000 0.00 33 RELOCATE ROADSIDE SIGN EA 100.0000 300.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 34 RELOCATE SIGN PANEL EA 900.0000 900.00 0.000 0.00 35 ADJUST INLET EA 500.0000 7,000.00 15.000 7,500.00 36 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 15,630.00 2,193.800 6,581.40 S) (45 MM MAXIMUM) 37 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.0000 1,740.00 563.500 3,381.00 S) (100 MM MAXIMUM) 38 REMOVE CONCRETE M3 80.0000 46,400.00 1,398.540 111,883.20 39 REMOVE CONCRETE (CHANNEL) M3 125.0000 8,875.00 70.600 8,825.00 40 REMOVE CONCRETE BARRIER M 33.0000 62,040.00 1,880.460 62,055.18 41 REMOVE HEADLIGHT GLARE SCREEN M 3.0000 5,070.00 0.000 0.00 42 CAP INLET EA 1,200.0000 8,400.00 11.000 13,200.00 43 REMOVE CRASH CUSHION, FRANGIBLE EA 2,500.0000 2,500.00 0.000 0.00 CARTRIDGE (G.R.E.A.T.) 44 BRIDGE REMOVAL, LOCATION A LS 200,000.0000 200,000.00 1.000 200,000.00 45 BRIDGE REMOVAL (PORTION), LOCATION B LS 12,000.0000 12,000.00 1.000 12,000.00 46 BRIDGE REMOVAL (PORTION), LOCATION C LS 4,000.0000 4,000.00 1.000 4,000.00 47 BRIDGE REMOVAL (PORTION), LOCATION D LS 25,000.0000 25,000.00 1.000 25,000.00 48 CLEARING AND GRUBBING LS 90,000.0000 90,000.00 1.000 90,000.00 49 ROADWAY EXCAVATION M3 9.5000 366,700.00 100,082.230 950,781.19 PROGRAM CAS145 PAGE 3 DATE 06/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-069514 TIME 07:17 AM ESTIMATE NO. 51 BID OPENING 05/21/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: NADERI, ARSALAN DATE OF THIS ESTIMATE 06/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE EXCAVATION (BRIDGE) M3 30.0000 337,350.00 11,245.000 337,350.00 F) 51 STRUCTURE EXCAVATION (RETAINING WALL) M3 15.0000 32,400.00 2,160.000 32,400.00 F) 52 STRUCTURE BACKFILL (BRIDGE) M3 35.0000 87,675.00 2,505.000 87,675.00 F) 53 STRUCTURAL BACKFILL, (BRIDGE) M3 15.0000 77,775.00 5,185.000 77,775.00 F) (LOW EXPANSION MATERIAL) 54 STRUCTURE BACKFILL (RETAINING WALL) M3 10.0000 67,080.00 6,708.000 67,080.00 F) 55 PERVIOUS BACKFILL MATERIAL (RETAINING M3 55.0000 22,605.00 411.000 22,605.00 F) WALL) 56 SAND BACKFILL M3 80.0000 49,600.00 3.000 240.00 620.400 49,632.00 57 EARTH RETAINING STRUCTURE, LOCATION A M2 370.0000 232,360.00 628.000 232,360.00 F) 58 EARTH RETAINING STRUCTURE, LOCATION B M2 370.0000 237,910.00 643.000 237,910.00 F) 59 EARTH RETAINING STRUCTURE, LOCATION C M2 370.0000 187,960.00 508.000 187,960.00 F) 60 EARTH RETAINING STRUCTURE, LOCATION D M2 370.0000 194,620.00 526.000 194,620.00 F) 61 EARTH RETAINING STRUCTURE, LOCATION E M2 370.0000 186,480.00 504.000 186,480.00 F) 62 EARTH RETAINING STRUCTURE, LOCATION F M2 370.0000 161,690.00 437.000 161,690.00 F) 63 EARTH RETAINING STRUCTURE, LOCATION G M2 370.0000 280,830.00 759.000 280,830.00 F) 64 EARTH RETAINING STRUCTURE, LOCATION H M2 370.0000 297,850.00 805.000 297,850.00 F) 65 IMPORTED BORROW M3 7.3000 173,010.00 23,700.000 173,010.00 66 HIGHWAY PLANTING LS 190,000.0000 190,000.00 0.102 19,380.00 0.950 180,500.00 S) 67 PLANT ESTABLISHMENT WORK LS 200,000.0000 200,000.00 0.070 14,000.00 0.250 50,000.00 S) 68 IRRIGATION SYSTEM LS 435,000.0000 435,000.00 0.996 433,260.00 S) 69 EXTEND 250 MM CONDUIT M 375.0000 13,500.00 0.000 0.00 S) 70 FINISHING ROADWAY LS 20,000.0000 20,000.00 0.500 10,000.00 0.500 10,000.00 71 CLASS 4 AGGREGATE SUBBASE M3 18.0000 525,600.00 27,942.540 502,965.72 72 CLASS 2 AGGREGATE BASE M3 27.0000 467,100.00 24,879.860 671,756.22 73 LEAN CONCRETE BASE M3 80.0000 42,400.00 689.800 55,184.00 74 ASPHALT TREATED PERMEABLE BASE M3 65.0000 302,250.00 4,003.780 260,245.70 75 ASPHALT CONCRETE TONN 37.0000 1,098,900.00 27,152.224 1,004,632.29 76 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 15.0000 11,550.00 1,246.400 18,696.00 AREA) PROGRAM CAS145 PAGE 4 DATE 06/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-069514 TIME 07:17 AM ESTIMATE NO. 51 BID OPENING 05/21/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: NADERI, ARSALAN DATE OF THIS ESTIMATE 06/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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) M 4.0000 1,440.00 258.000 1,032.00 78 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.0000 410.00 54.300 271.50 79 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 4.0000 2,440.00 595.900 2,383.60 80 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.0000 325.00 134.000 670.00 81 CONCRETE PAVEMENT M3 160.0000 681,600.00 4,283.980 685,436.80 82 GRIND EXISTING CONCRETE PAVEMENT M2 8.0000 22,400.00 0.000 0.00 S) 83 FURNISH PILING (CLASS 625) M 30.0000 60,240.00 2,008.308 60,249.24 84 DRIVE PILE (CLASS 625) EA 1,700.0000 229,500.00 135.000 229,500.00 S) 85 FURNISH PILING (CLASS 625C) M 30.0000 86,460.00 2,027.039 60,811.17 86 DRIVE PILE (CLASS 625C) EA 2,000.0000 354,000.00 119.000 238,000.00 S) 87 FURNISH PILING (CLASS 900C) M 33.0000 405,570.00 13,420.815 442,886.90 88 DRIVE PILE (CLASS 900C) EA 1,400.0000 1,118,600.00 857.000 1,199,800.00 S) 89 FURNISH PILING (CLASS 400) M 30.0000 11,520.00 384.000 11,520.00 90 DRIVE PILE (CLASS 400) EA 1,700.0000 40,800.00 24.000 40,800.00 S) 91 PRESTRESSING CAST-IN-PLACE CONCRETE LS 800,000.0000 800,000.00 1.000 800,000.00 S) 92 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 1,060,500.00 3,030.000 1,060,500.00 F) 93 STRUCTURAL CONCRETE, BRIDGE M3 402.0000 5,636,040.00 14,020.000 5,636,040.00 F) 94 STRUCTURAL CONCRETE, RETAINING WALL M3 300.0000 359,100.00 1,197.000 359,100.00 F) 95 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 129,500.00 259.000 129,500.00 F) (TYPE N) 96 STRUCTURAL CONCRETE, APPROACH SLAB M3 475.0000 89,300.00 188.000 89,300.00 F) (TYPE N MODIFIED) 97 MINOR CONCRETE (MINOR STRUCTURE) M3 1,100.0000 343,200.00 490.750 539,825.00 F) 98 MINOR CONCRETE (BACKFILL) M3 130.0000 50,700.00 658.120 85,555.60 99 PAVING NOTCH EXTENSION M3 2,500.0000 1,500.00 0.600 1,500.00 00 FRACTURED RIB TEXTURE M2 18.0000 59,760.00 3,313.000 59,634.00 01 DRILL AND BOND DOWEL M 90.0000 5,670.00 63.800 5,742.00 02 PTFE BEARING EA 2,000.0000 32,000.00 16.000 32,000.00 S) 03 JOINT SEAL (MR 30 MM) M 105.0000 6,300.00 60.000 6,300.00 S) PROGRAM CAS145 PAGE 5 DATE 06/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-069514 TIME 07:17 AM ESTIMATE NO. 51 BID OPENING 05/21/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: NADERI, ARSALAN DATE OF THIS ESTIMATE 06/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 JOINT SEAL ASSEMBLY (MR 80 MM) M 375.0000 7,500.00 20.000 7,500.00 S) 05 JOINT SEAL ASSEMBLY (MR 90 MM) M 375.0000 7,500.00 20.000 7,500.00 S) 06 JOINT SEAL ASSEMBLY (MR 100 MM) M 375.0000 10,500.00 0.000 0.00 S) 07 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,200.0000 18,000.00 15.000 18,000.00 S) 08 JOINT SEAL ASSEMBLY (MR 321 MM - 400 MM) M 2,400.0000 36,000.00 0.000 0.00 S) 09 BAR REINFORCING STEEL (BRIDGE) KG 0.9500 2,265,750.00 2,385,000.000 2,265,750.00 SF) 10 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0000 238,236.00 238,236.000 238,236.00 SF) 11 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 221,132.00 53,718.000 214,872.00 F) 12 INSTALL SIGN STRUCTURE (TRUSS) KG 0.7000 37,725.10 42,815.000 29,970.50 SF) 13 760 MM CAST-IN-DRILLED-HOLE M 650.0000 25,350.00 29.810 19,376.50 S) CONCRETE PILE (SIGN FOUNDATION) 14 920 MM CAST-IN-DRILLED-HOLE M 825.0000 35,475.00 43.400 35,805.00 S) CONCRETE PILE (SIGN FOUNDATION) 15 METAL (BARRIER MOUNTED SIGN) KG 20.0000 7,600.00 0.000 0.00 16 METAL (WALL MOUNTED SIGN) EA 700.0000 2,800.00 0.000 0.00 17 ROADSIDE SIGN - ONE POST EA 150.0000 4,350.00 4.000 600.00 18 ROADSIDE SIGN - TWO POST EA 350.0000 4,200.00 0.000 0.00 19 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 2,100.00 3.000 300.00 METHOD) 20 INSTALL SIGN OVERLAY M2 125.0000 475.00 0.000 0.00 21 INSTALL SIGN PANEL ON EXISTING FRAME M2 75.0000 8,250.00 60.300 4,522.50 22 450 MM ALTERNATIVE PIPE CULVERT M 115.0000 28,750.00 18.100 2,081.50 316.600 36,409.00 23 600 MM ALTERNATIVE PIPE CULVERT M 130.0000 106,600.00 45.290 5,887.70 848.340 110,284.20 24 750 MM ALTERNATIVE PIPE CULVERT M 190.0000 60,800.00 348.000 66,120.00 25 900 MM ALTERNATIVE PIPE CULVERT M 230.0000 39,100.00 175.120 40,277.60 26 600 MM REINFORCED CONCRETE PIPE M 150.0000 16,500.00 116.050 17,407.50 (CLASS III) 27 675 MM REINFORCED CONCRETE PIPE M 225.0000 3,150.00 14.000 3,150.00 (CLASS III) 28 750 MM REINFORCED CONCRETE PIPE M 220.0000 12,980.00 59.400 13,068.00 (CLASS III) 29 1050 MM REINFORCED CONCRETE PIPE M 380.0000 49,400.00 179.500 68,210.00 (CLASS III) 30 1000 MM X 1625 MM OVAL SHAPED M 650.0000 117,000.00 111.500 72,475.00 REINFORCED CONCRETE PIPE (CLASS III) PROGRAM CAS145 PAGE 6 DATE 06/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-069514 TIME 07:17 AM ESTIMATE NO. 51 BID OPENING 05/21/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: NADERI, ARSALAN DATE OF THIS ESTIMATE 06/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 450 MM SLOTTED CORRUGATED STEEL PIPE M 275.0000 14,025.00 51.500 14,162.50 (1.63 MM THICK) 32 80 MM PLASTIC PIPE (EDGE DRAIN) M 20.0000 96,800.00 4,679.000 93,580.00 33 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 45.0000 18,450.00 383.900 17,275.50 34 300 MM CORRUGATED STEEL PIPE M 200.0000 1,200.00 0.000 0.00 DOWNDRAIN (4.27 MM THICK) 35 300 MM ENTRANCE TAPER EA 350.0000 350.00 0.000 0.00 36 300 MM BITUMINOUS COATED CORRUGATED M 300.0000 2,100.00 3.300 990.00 STEEL PIPE RISER (4.27 MM THICK) 37 450 MM BITUMINOUS COATED CORRUGATED M 350.0000 1,750.00 4.900 1,715.00 8.500 2,975.00 STEEL PIPE RISER (4.27 MM THICK) 38 600 MM CONCRETE FLARED END SECTION EA 1,000.0000 1,000.00 2.000 2,000.00 3.000 3,000.00 39 MANHOLE EA 1,750.0000 1,750.00 1.000 1,750.00 40 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 105.0000 3,570.00 34.000 3,570.00 41 ROCK SLOPE PROTECTION M3 85.0000 425.00 5.000 425.00 (FACING, METHOD B) 42 SLOPE PAVING (CONCRETE) M3 600.0000 46,200.00 84.800 50,880.00 F) 43 MINOR CONCRETE (CHANNEL LINING) M3 275.0000 5,775.00 8.400 2,310.00 44 ROCK SLOPE PROTECTION FABRIC M2 2.2500 153.00 55.900 125.78 45 MINOR CONCRETE (MISCELLANEOUS M3 350.0000 182,000.00 343.530 120,235.50 CONSTRUCTION) 46 MINOR CONCRETE (STAMPED CONCRETE) M2 100.0000 15,000.00 136.620 13,662.00 47 MISCELLANEOUS IRON AND STEEL KG 2.2000 29,801.20 14,135.000 31,097.00 SF) 48 MISCELLANEOUS METAL KG 7.0000 22,190.00 3,170.000 22,190.00 SF)(RESTRAINER - CABLE TYPE) 49 MISCELLANEOUS METAL (BRIDGE) KG 8.0000 110,000.00 13,750.000 110,000.00 SF) 50 CHAIN LINK FENCE (TYPE CL-1.8) M 23.0000 17,480.00 543.960 12,511.08 S) 51 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 2,000.00 0.000 0.00 S) 52 DELINEATOR (CLASS 1) EA 35.0000 2,450.00 0.000 0.00 53 OBJECT MARKER (TYPE K) EA 45.0000 90.00 0.000 0.00 54 INSTALL MEDIAN MILEAGE PANEL EA 75.0000 1,350.00 0.000 0.00 55 METAL BEAM GUARD RAILING (WOOD POST) M 55.0000 22,550.00 122.190 6,720.45 S) 56 CHAIN LINK RAILING (TYPE 7) M 120.0000 43,920.00 366.000 43,920.00 SF) 57 CONCRETE BARRIER (TYPE K) M 70.0000 11,200.00 61.000 4,270.00 PROGRAM CAS145 PAGE 7 DATE 06/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-069514 TIME 07:17 AM ESTIMATE NO. 51 BID OPENING 05/21/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: NADERI, ARSALAN DATE OF THIS ESTIMATE 06/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 TUBULAR HANDRAILING M 70.0000 43,190.00 617.000 43,190.00 SF) 59 CONCRETE BARRIER (TYPE 26) M 190.0000 186,770.00 983.000 186,770.00 F) 60 CONCRETE BARRIER (TYPE 27B MODIFIED) M 125.0000 27,500.00 6.000 750.00 220.000 27,500.00 61 CONCRETE BARRIER (TYPE 732) M 150.0000 346,800.00 2,312.000 346,800.00 F) 62 CONCRETE BARRIER (TYPE 50 MODIFIED) M 400.0000 26,400.00 42.000 16,800.00 63 CONCRETE BARRIER (TYPE 50E) M 320.0000 86,400.00 202.000 64,640.00 64 HEADLIGHT GLARE SCREEN M 13.0000 10,270.00 0.000 0.00 S) 65 CABLE ANCHOR ASSEMBLY EA 525.0000 525.00 0.000 0.00 S) 66 CABLE ANCHOR ASSEMBLY EA 500.0000 3,500.00 2.000 1,000.00 S) (BREAKAWAY, TYPE B) 67 TERMINAL SECTION (TYPE B) EA 100.0000 900.00 0.000 0.00 S) 68 TERMINAL SYSTEM (TYPE SRT) EA 125.0000 1,500.00 5.000 625.00 S) 69 RETURN SECTION EA 90.0000 90.00 0.000 0.00 S) 70 CRASH CUSHION, SAND FILLED EA 4,000.0000 16,000.00 0.000 0.00 S) 71 CRASH CUSHION (TYPE CAT) EA 24,000.0000 96,000.00 3.000 72,000.00 S) 72 CRASH CUSHION (TYPE CAT) BACKUP EA 2,500.0000 10,000.00 1.000 2,500.00 S) 73 CONCRETE BARRIER (TYPE 60) M 245.0000 462,805.00 1,123.800 275,331.00 F) 74 CONCRETE BARRIER (TYPE 60C) M 350.0000 350,000.00 523.100 183,085.00 75 CONCRETE BARRIER (TYPE 60D) M 270.0000 307,800.00 1,071.680 289,353.60 76 CONCRETE BARRIER (TYPE 60E) M 760.0000 106,400.00 205.310 156,035.60 77 CONCRETE BARRIER (TYPE 60W) M 400.0000 228,000.00 482.000 192,800.00 78 CONCRETE BARRIER (TYPE 732A) M 150.0000 96,000.00 640.000 96,000.00 F) 79 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 5,250.00 0.000 0.00 S) 80 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 45,840.00 0.000 0.00 S) 81 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 11,580.00 0.000 0.00 S) 82 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 4,800.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 83 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 880.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 84 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 1,525.00 0.000 0.00 S) (BROKEN 11.0 M -3.5 M) PROGRAM CAS145 PAGE 8 DATE 06/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-069514 TIME 07:17 AM ESTIMATE NO. 51 BID OPENING 05/21/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: NADERI, ARSALAN DATE OF THIS ESTIMATE 06/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 PAINT TRAFFIC STRIPE (2-COAT) M 1.2000 68,040.00 141,858.300 170,229.96 S) 86 PAINT PAVEMENT MARKING (2-COAT) M2 21.0000 14,700.00 233.500 4,903.50 S) 87 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.7500 20,825.00 12,154.000 21,269.50 S) 88 PAVEMENT MARKER (REFLECTIVE) EA 3.4000 38,420.00 10,806.000 36,740.40 S) 89 LIGHTING (CITY STREET) LS 65,000.0000 65,000.00 1.000 65,000.00 S) 90 LIGHTING AND SIGN ILLUMINATION LS 450,000.0000 450,000.00 0.030 13,500.00 1.000 450,000.00 S) 91 TRAFFIC MONITORING STATION (LOCATION 1) LS 25,000.0000 25,000.00 0.800 20,000.00 S) 92 TRAFFIC MONITORING STATION (LOCATION 2) LS 30,000.0000 30,000.00 0.900 27,000.00 S) 93 TRAFFIC MONITORING STATION (LOCATION 3) LS 25,000.0000 25,000.00 1.000 25,000.00 S) 94 RAMP METERING SYSTEM (LOCATION 1) LS 32,000.0000 32,000.00 0.950 30,400.00 S) 95 RAMP METERING SYSTEM (LOCATION 2) LS 5,000.0000 5,000.00 1.000 5,000.00 S) 96 RAMP METERING SYSTEM (LOCATION 3) LS 10,000.0000 10,000.00 1.000 10,000.00 S) 97 RAMP METERING SYSTEM (LOCATION 4) LS 1,000.0000 1,000.00 1.000 1,000.00 S) 98 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 7,000.0000 7,000.00 1.000 7,000.00 S) 99 FIBER OPTIC COMMUNICATION SYSTEM LS 265,000.0000 265,000.00 0.510 135,150.00 S) (MODIFY) PROGRAM CAS145 PAGE 9 DATE 06/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-069514 TIME 07:17 AM ESTIMATE NO. 51 BID OPENING 05/21/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: NADERI, ARSALAN DATE OF THIS ESTIMATE 06/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 78,749.20 27,965,630.85 ADJUSTMENT OF COMPENSATION 0.00 504,444.92 EXTRA WORK 0.00 1,779,458.77 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 78,749.20 30,249,534.54 00 MOBILIZATION LS 3075,000.0000 3,075,000.00 1.000 3,075,000.00 ORIGINAL CONTRACT AMOUNT 30,778,292.30 TOTAL WORK COMPLETED 78,749.20 33,324,534.54 MATERIALS ON HAND ON SITE 97,876.97 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 78,749.20 33,422,411.51 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 06/18/99 2100 10/19/99 10/19/99 07/15/05 1341 0 5 0 96% 64% PROGRESS IS SATISFACTORY HOV BRIDGE DAMAGE REPAIR NADERI, ARSALAN RESIDENT ENGINEER PROGRAM CAS145 DATE 06/23/03