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 08/17/04 EST. NO.58 TIME 10:52 AM R.E. NAME: NABIL YASSA 12-013324 --------------------------------------------------------------------------- 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 0561 879.34 E.W. @ F.A.(+) 011799 N 2 0 0562 88.73 071299 N 170 0 0563 78.08 071399 N 257 0 0564 87.36 080299 N 137 0 0565 87.36 080999 N 149.20 0566 121.61 081999 N 266 0 0567 915.22 033000 N 2057 0 0568 349.60 041700 N 2039 0 0569 109.52 050100 N 2034 0 0570 71.75 050800 N 2035 0 0571 130.34 052200 N 2069 0 0572 83.57 071200 N 2085 0 0573 91.94 092001 N 2386 0 0574 228.69 052101 N 2272 0 0575 2,617.40 070501 N 2273 0 0576 327.60 091901 N 2276 0 0577 25.59 100901 N 2322 0 0578 997.46 121401 N 2292 0 0579 201.83 022602 N 2403 0 0580 290.09 013103 N 2411 0 0581 1,587.32 100300 N 2150.1 003 0007-1 -572.32 E.W. @ F.A.(+) 010599 N 506 0 DAO CORRECTING ENTRY 0007-2 591.86 010599 N 506 0 DAO CORRECTING ENTRY 0067 545.34 013100 N 525 0 005 0056 74.33 E.W. @ F.A.(+) 041800 N 2010 0 006 0017 89.34 E.W. @ F.A.(+) 040299 N 508-10 0018 255.08 040699 N 504-10 007 0111 357.16 E.W. @ F.A.(+) 050799 N 509-10 008 0014 867.11 E.W. @ F.A.(+) 100199 N 501-10 0015 196.64 100799 N 315.10 0016 6,576.87 121599 N 1010 0 0017 793.11 122099 N 499 0 0018 354.44 122199 N 1007 0 0019 342.70 122299 N 496 0 0020 950.77 122399 N 592 0 0021 528.15 122799 N 495 0 0022 578.17 122899 N 2076 0 0024 177.72 100199 N 314 0 0025 257.02 111799 N 498 0 0026 428.37 111899 N 497 0 009 0041 778.63 E.W. @ F.A.(+) 092299 N 481 0 0042 214.67 072899 N 504-10 010 0071 1,196.66 E.W. @ F.A.(+) 031300 N 1013 0 0072 316.95 032400 N 1026 0 0073 518.36 051500 N 2054 0 0074 583.24 052600 N 2070 0 0075 724.80 053100 N 2078 0 0076 724.80 053000 N 2079 0 0077 1,303.67 093002 N 2409 0 014 0080 4,431.26 E.W. @ F.A.(+) 102101 N 2347 0 0081 3,822.45 101501 N 2348 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 08/17/04 EST. NO.58 TIME 10:52 AM R.E. NAME: NABIL YASSA 12-013324 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0082 64.73 102299 N 504-10 0083 61.65 101501 N 2348-1 015 0023 946.00 E.W. @ U.P (+) 111499 N 10 0 0024 76.00 032600 N 784 0 0025 276.80 051400 N 786 0 0026 358.00 053100 N 796 0 0027 401.60 061800 N 797 0 0028 504.00 112600 N 2117 0 0029 28.40 112501 N 2340 0 021 0017-1 -4,042.02 E.W. @ F.A.(+) 063099 N AFSI 0 DAO CORRECTING ENTRY 0017-2 4,244.12 063099 N AES1 0 DAO CORRECTING ENTRY 0039 868.97 021100 N 1012 0 023 0025 1,388.13 E.W. @ F.A.(+) 031300 N 537 0 0026 103.88 042000 N 2045 0 024 0004 295.02 E.W. @ F.A.(+) 042000 N 2046 0 0005 295.02 042000 N 014854 025 0023 197.54 E.W. @ F.A.(+) 041601 N 840 0 034 0014 137.38 E.W. @ F.A.(+) 022102 N 2396 0 0015 1,964.27 111600 N 2525 0 0016 817.91 112000 N 2528 0 0017 879.22 110900 N 2530 0 0018 910.47 010501 N 2531 0 0019 906.63 010801 N 2532 0 0020 784.25 111700 N 2534 0 035 0028 191.71 E.W. @ F.A.(+) 112001 N 2399 0 041 0009 228.10 E.W. @ F.A.(+) 030503 N 980 0 0010 10,801.56 030403 N 981 0 61,067.09 TOTAL THIS ESTIMATE 2,716,955.64 TOTAL PREVIOUS ESTIMATE 2,778,022.73 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 08/17/04 EST. NO.58 TIME 10:52 AM R.E. NAME: NABIL YASSA 12-013324 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE L/C KONSTRUCT BRIDGE -15,000.00 25 FRINGE BENEFIT VILO -10,000.00 29 AMENDED WAGES VIOLAT 5,812.88 36 SEC. 10-1.07 -20,002.20 45 COMP SEC 10-1.07 20,002.20 46 RTRN. ADM VIOLATIONS 19,187.12 58 19,187.12 0.00 EQUAL EMPLOYMENT OPPORTUNITY NON-SUB. CEM2402F -1,000.00 56 0.00 -1,000.00 LABOR COMPLIANCE VIOLATION DELINQUENT PAYROLL -4,000.00 09 DELINQUENT PAYROLLS -10,000.00 10 MCM DELINQUENT PAYRO -5,000.00 12 DELINQUENT PAYROLL -10,000.00 13 RET DEDUC EST 9 & 10 14,000.00 14 DELINQUENT PAYROLLS -5,000.00 15 24 WEEKS MISSING -10,000.00 16 PAYROLLS SUBMITTED 10,000.00 17 UNSATIS PAYROLL -10,000.00 19 RETURN UNSATIS PAYRO 5,000.00 20 KON-STRUCT WAGE CASE -10,000.00 21 RETURN UNSAT PAYROLL 15,000.00 25 KONSTRUCT ADD. PAY. -10,000.00 26 MISSING PAYROLLS -10,000.00 32 RETURN PAYROLL 10,000.00 33 DEL. PAYROLL -10,000.00 37 RETURN UNSAT PAYROLL 20,000.00 51 RTRN. MISSING CPRS 20,000.00 58 20,000.00 0.00 OTHER OUTSTANDING DOCUMENTS NON-SUB. FHWA47 -10,000.00 56 0.00 -10,000.00 TOTAL DEDUCTIONS 39,187.12 -11,000.00 PROGRAM CAS145 PAGE 1 DATE 08/17/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013324 TIME 10:52 AM ESTIMATE NO. 58 BID OPENING 11/19/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/25/03 R.E. NAME: NABIL YASSA DATE OF THIS ESTIMATE 08/17/04 LOCATION SEMI-FINAL ESTIMATE 12-ORA-55-13.4/14.4 ------------------- MCM CONSTRUCTION INC. IN ORANGE COUNTY IN ORANGE FROM 0.2 202 N. SACRAMENTO KM SOUTH OF SANTIAGO CREEK BRIDGE ORANGE, CA 92667 TO 0.4 KM NORTH OF WALNUT AVENUE OVERCROSSING FED. AID NO. ACNH-P055(35) WIDEN EXISTING 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 FENCE (TYPE CL-1.8) M 12.0000 27,600.00 2,193.000 26,316.00 03 TEMPORARY FENCE (TYPE ESA) M 8.5000 5,440.00 415.000 3,527.50 04 TEMPORARY SUPPORT LS 10,000.0000 10,000.00 1.000 10,000.00 05 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 1.000 2,500.00 PLAN 06 WATER POLLUTION CONTROL LS 100,000.0000 100,000.00 1.000 100,000.00 07 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 1.000 20,000.00 S) 08 TRAFFIC CONTROL SYSTEM LS 125,000.0000 125,000.00 1.000 125,000.00 S) 09 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 25,550.00 1,130.000 39,550.00 10 TEMPORARY TERMINAL SECTION (TYPE K) EA 800.0000 1,600.00 2.000 1,600.00 11 TEMPORARY SIGNAL SYSTEM LS 10,000.0000 10,000.00 1.000 10,000.00 12 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 1.000 10,000.00 13 TEMPORARY RAILING (TYPE K) M 25.0000 228,250.00 10,247.900 256,197.50 14 TEMPORARY CRASH CUSHION MODULE EA 250.0000 77,500.00 575.000 143,750.00 15 TEMPORARY TRAFFIC SCREEN M 5.0000 45,650.00 9,109.250 45,546.25 16 ABANDON CULVERT EA 500.0000 2,000.00 4.000 2,000.00 17 REMOVE FENCE M 8.0000 18,400.00 2,642.000 21,136.00 18 REMOVE METAL BEAM GUARD RAILING M 19.0000 14,440.00 711.000 13,509.00 19 REMOVE TRAFFIC STRIPE M 1.2500 80,500.00 78,830.000 98,537.50 20 REMOVE PAVEMENT MARKING M2 20.0000 2,200.00 272.350 5,447.00 21 REMOVE PAVEMENT MARKER EA 0.6000 6,480.00 13,298.000 7,978.80 22 REMOVE ROADSIDE SIGN EA 140.0000 14,280.00 73.000 10,220.00 PROGRAM CAS145 PAGE 2 DATE 08/17/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013324 TIME 10:52 AM ESTIMATE NO. 58 BID OPENING 11/19/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/25/03 R.E. NAME: NABIL YASSA DATE OF THIS ESTIMATE 08/17/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE SIGN STRUCTURE EA 2,300.0000 9,200.00 4.000 9,200.00 24 REMOVE PIPE M 50.0000 34,500.00 432.000 21,600.00 25 REMOVE INLET EA 650.0000 13,650.00 25.000 16,250.00 26 REMOVE HEADWALL EA 950.0000 34,200.00 32.000 30,400.00 27 REMOVE REINFORCED CONCRETE BOX CULVERT M3 350.0000 2,800.00 8.000 2,800.00 28 REMOVE RETAINING WALL M 40.0000 10,400.00 260.000 10,400.00 29 REMOVE CONCRETE PAVEMENT M2 5.0000 14,600.00 2,920.000 14,600.00 30 REMOVE ASPHALT CONCRETE SURFACING M3 36.0000 11,520.00 317.600 11,433.60 31 REMOVE BASE AND SURFACING M3 28.0000 1,512.00 54.000 1,512.00 32 RECONSTRUCT BRIDGE MOUNTED SIGN EA 2,600.0000 7,800.00 3.000 7,800.00 33 ADJUST FRAME AND COVER TO GRADE EA 350.0000 2,800.00 8.000 2,800.00 34 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 9,080.00 6,968.000 13,936.00 S) 35 REMOVE CONCRETE M3 38.0000 41,800.00 1,100.000 41,800.00 36 REMOVE CONCRETE (CHANNEL) M3 65.0000 4,355.00 67.000 4,355.00 37 REMOVE CONCRETE BARRIER M 28.0000 9,240.00 333.000 9,324.00 38 REMOVE CONCRETE BARRIER (TYPE K) M 12.0000 1,320.00 238.000 2,856.00 39 REMOVE SOUND WALL M 90.0000 7,830.00 87.000 7,830.00 40 REMOVE BLOCK WALL M 10.0000 15,000.00 1,836.000 18,360.00 41 BRIDGE REMOVAL, LOCATION A LS 400,000.0000 400,000.00 1.000 400,000.00 42 BRIDGE REMOVAL, LOCATION B LS 70,000.0000 70,000.00 1.000 70,000.00 43 BRIDGE REMOVAL (PORTION), LOCATION C LS 25,000.0000 25,000.00 1.000 25,000.00 44 BRIDGE REMOVAL (PORTION), LOCATION D LS 70,000.0000 70,000.00 1.000 70,000.00 45 CLEARING AND GRUBBING LS 125,000.0000 125,000.00 1.000 125,000.00 46 ROADWAY EXCAVATION M3 5.4000 777,600.00 142,000.000 766,800.00 47 STRUCTURE EXCAVATION (BRIDGE) M3 25.0000 217,125.00 8,685.000 217,125.00 F) 48 STRUCTURE EXCAVATION (RETAINING WALL) M3 14.0000 120,386.00 8,599.000 120,386.00 F) 49 STRUCTURE BACKFILL (BRIDGE) M3 31.0000 178,002.00 5,742.000 178,002.00 F) PROGRAM CAS145 PAGE 3 DATE 08/17/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013324 TIME 10:52 AM ESTIMATE NO. 58 BID OPENING 11/19/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/25/03 R.E. NAME: NABIL YASSA DATE OF THIS ESTIMATE 08/17/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE BACKFILL (RETAINING WALL) M3 27.0000 211,815.00 7,845.000 211,815.00 F) 51 SAND BACKFILL M3 92.0000 23,920.00 264.000 24,288.00 52 HIGHWAY PLANTING LS 200,000.0000 200,000.00 1.000 200,000.00 S) 53 ROADSIDE CLEARING LS 4,200.0000 4,200.00 1.000 4,200.00 54 ROCK BLANKET M2 73.0000 649,700.00 8,900.000 649,700.00 S) 55 PLANT ESTABLISHMENT WORK LS 75,000.0000 75,000.00 1.000 75,000.00 S) 56 PURE LIVE SEED (EROSION CONTROL) KG 490.0000 9,800.00 0.000 0.00 57 CUTTINGS (PLANT GROUP N) EA 5.0000 3,000.00 0.000 0.00 58 IRRIGATION SYSTEM LS 375,000.0000 375,000.00 1.000 375,000.00 S) 59 NPS 1.5 SUPPLY LINE (BRIDGE) M 60.0000 17,700.00 295.000 17,700.00 60 NPS 2.5 SUPPLY LINE (BRIDGE) M 80.0000 14,000.00 175.000 14,000.00 61 300 MM CORRUGATED HIGH DENSITY M 147.0000 19,110.00 153.500 22,564.50 POLYETHYLENE PIPE CONDUIT 62 FINISHING ROADWAY LS 10,000.0000 10,000.00 1.000 10,000.00 63 CLASS 4 AGGREGATE SUBBASE M3 17.0000 210,800.00 12,400.000 210,800.00 64 CLASS 2 AGGREGATE BASE M3 23.0000 347,300.00 15,924.210 366,256.83 65 LEAN CONCRETE BASE M3 170.0000 124,100.00 760.230 129,239.10 66 ASPHALT TREATED PERMEABLE BASE M3 58.0000 323,640.00 5,665.050 328,572.90 67 ASPHALT CONCRETE TONN 35.0000 1,807,750.00 56,844.350 1,989,552.25 68 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 30,400.00 1,464.500 29,290.00 AREA) 69 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 6.0000 660.00 79.300 475.80 70 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 6.0000 840.00 118.410 710.46 71 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 6.0000 4,440.00 596.150 3,576.90 72 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 6.0000 438.00 73.000 438.00 73 CONCRETE PAVEMENT (RAMP TERMINI) M3 180.0000 106,200.00 594.210 106,957.80 74 FURNISH STEEL PILING (HP 250 X 62) M 39.0000 26,481.00 616.900 24,059.10 75 DRIVE STEEL PILE (HP 250 X 62) EA 1,000.0000 61,000.00 56.000 56,000.00 S) 76 FURNISH STEEL PILING (HP 250 X 85) M 39.0000 118,443.00 3,319.200 129,448.80 PROGRAM CAS145 PAGE 4 DATE 08/17/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013324 TIME 10:52 AM ESTIMATE NO. 58 BID OPENING 11/19/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/25/03 R.E. NAME: NABIL YASSA DATE OF THIS ESTIMATE 08/17/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 DRIVE STEEL PILE (HP 250 X 85) EA 1,000.0000 278,000.00 302.000 302,000.00 S) 78 FURNISH STEEL PILING (HP 360 X 132) M 70.0000 170,590.00 2,904.790 203,335.30 79 DRIVE STEEL PILE (HP 360 X 132) EA 1,000.0000 239,000.00 263.000 263,000.00 S) 80 FURNISH STEEL PILING (HP 360 X 174) M 92.0000 22,540.00 245.300 22,567.60 81 DRIVE STEEL PILE (HP 360 X 174) EA 1,000.0000 18,000.00 18.000 18,000.00 S) 82 356 MM CAST-IN-DRILLED-HOLE CONCRETE M 80.0000 20,000.00 0.000 0.00 PILING (BARRIER) 83 406 MM CAST-IN-DRILLED-HOLE CONCRETE M 80.0000 197,600.00 0.000 0.00 PILING (BARRIER) 84 PRESTRESSING CAST-IN-PLACE CONCRETE LS 150,000.0000 150,000.00 1.000 150,000.00 S) 85 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 562,450.00 1,607.000 562,450.00 F) 86 STRUCTURAL CONCRETE, BRIDGE M3 461.0000 2,925,506.00 6,346.000 2,925,506.00 F) 87 STRUCTURAL CONCRETE, RETAINING WALL M3 350.0000 868,700.00 2,482.000 868,700.00 F) 88 STRUCTURAL CONCRETE, APPROACH SLAB M3 350.0000 187,950.00 537.000 187,950.00 F) (TYPE N) 89 CLASS A CONCRETE (BOX CULVERT) M3 300.0000 72,600.00 242.000 72,600.00 F) 90 MINOR CONCRETE (MINOR STRUCTURE) M3 980.0000 222,460.00 227.000 222,460.00 F) 91 FRACTURED RIB TEXTURE M2 20.0000 53,880.00 2,694.000 53,880.00 F) 92 DRILL AND BOND DOWEL M 49.0000 4,018.00 82.000 4,018.00 93 CLEAN EXPANSION JOINT M 75.0000 4,350.00 58.000 4,350.00 94 REFINISH BRIDGE DECK M2 25.0000 9,000.00 131.000 3,275.00 95 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 80.0000 488,240.00 6,103.000 488,240.00 SF) 96 SOUND WALL (MASONRY BLOCK) M2 180.0000 457,020.00 2,539.000 457,020.00 SF) 97 MASONRY WALL CLOSURE M2 230.0000 20,240.00 115.500 26,565.00 S) 98 JOINT SEAL (TYPE B - MR 30 MM) M 98.0000 18,130.00 185.000 18,130.00 S) 99 JOINT SEAL (TYPE B - MR 40 MM) M 115.0000 19,550.00 170.000 19,550.00 S) 00 BAR REINFORCING STEEL (BRIDGE) KG 0.9700 1,074,857.00 1,108,100.000 1,074,857.00 SF) 01 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2000 242,920.80 202,434.000 242,920.80 SF) 02 BAR REINFORCING STEEL (BOX CULVERT) KG 1.2000 29,001.60 24,168.000 29,001.60 SF) 03 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 5.0000 16,190.00 3,238.000 16,190.00 F) PROGRAM CAS145 PAGE 5 DATE 08/17/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013324 TIME 10:52 AM ESTIMATE NO. 58 BID OPENING 11/19/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/25/03 R.E. NAME: NABIL YASSA DATE OF THIS ESTIMATE 08/17/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 0.7000 2,266.60 3,238.000 2,266.60 SF) 05 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 105,776.00 26,444.000 105,776.00 F) 06 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4000 10,517.60 23,823.000 9,529.20 SF) 07 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 5.0000 1,655.00 331.000 1,655.00 F) WITHOUT WALKWAY) 08 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 6.5000 2,151.50 331.000 2,151.50 SF)WITHOUT WALKWAY) 09 760 MM CAST-IN-DRILLED-HOLE M 1,500.0000 30,000.00 20.000 30,000.00 S) CONCRETE PILE (SIGN FOUNDATION) 10 920 MM CAST-IN-DRILLED-HOLE M 1,600.0000 27,200.00 17.000 27,200.00 S) CONCRETE PILE (SIGN FOUNDATION) 11 METAL (RAIL MOUNTED SIGN) KG 68.0000 3,264.00 48.000 3,264.00 12 ROADSIDE SIGN - ONE POST EA 276.0000 17,664.00 61.000 16,836.00 13 ROADSIDE SIGN - TWO POST EA 672.0000 11,424.00 17.000 11,424.00 14 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 152.0000 3,192.00 21.000 3,192.00 METHOD) 15 INSTALL SIGN OVERLAY M2 300.0000 600.00 2.000 600.00 16 450 MM ALTERNATIVE PIPE CULVERT M 115.0000 78,200.00 585.110 67,287.65 17 450 MM REINFORCED CONCRETE PIPE M 131.0000 89,080.00 748.420 98,043.02 18 600 MM REINFORCED CONCRETE PIPE M 150.0000 99,000.00 656.900 98,535.00 19 900 MM REINFORCED CONCRETE PIPE M 245.0000 58,800.00 236.000 57,820.00 20 1200 MM REINFORCED CONCRETE PIPE M 300.0000 75,000.00 241.000 72,300.00 21 2100 MM REINFORCED CONCRETE PIPE M 1,148.0000 106,764.00 92.600 106,304.80 22 450 MM SLOTTED CORRUGATED STEEL PIPE M 245.0000 9,800.00 39.600 9,702.00 (1.63 MM THICK) 23 80 MM PLASTIC PIPE (EDGE DRAIN) M 15.0000 60,600.00 4,040.000 60,600.00 24 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 55.0000 32,450.00 590.000 32,450.00 25 450 MM CONCRETE FLARED END SECTION EA 600.0000 2,400.00 3.000 1,800.00 26 900 MM REINFORCED CONCRETE PIPE RISER M 350.0000 3,150.00 6.000 2,100.00 27 MANHOLE EA 3,000.0000 3,000.00 1.000 3,000.00 S) 28 ROCK SLOPE PROTECTION M3 38.0000 55,860.00 1,401.860 53,270.68 (FACING, METHOD B) 29 CONCRETE (CONCRETED-ROCK SLOPE M3 90.0000 35,100.00 0.000 0.00 PROTECTION) 30 CONCRETED-ROCK SLOPE PROTECTION M3 36.0000 195,120.00 0.000 0.00 (1/4 TON, METHOD B) PROGRAM CAS145 PAGE 6 DATE 08/17/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013324 TIME 10:52 AM ESTIMATE NO. 58 BID OPENING 11/19/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/25/03 R.E. NAME: NABIL YASSA DATE OF THIS ESTIMATE 08/17/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 SLOPE PAVING (MASONRY BLOCK) M2 150.0000 226,500.00 1,510.000 226,500.00 F) 32 MINOR CONCRETE (CHANNEL LINING) M3 450.0000 58,500.00 127.500 57,375.00 33 ROCK SLOPE PROTECTION FABRIC M2 1.0000 4,640.00 0.000 0.00 34 MINOR CONCRETE (MISCELLANEOUS M3 330.0000 244,200.00 747.830 246,783.90 CONSTRUCTION) 35 MINOR CONCRETE (STAMPED CONCRETE) M2 65.0000 122,850.00 2,002.000 130,130.00 36 MISCELLANEOUS IRON AND STEEL KG 2.2000 32,810.80 14,563.000 32,038.60 SF) 37 MISCELLANEOUS METAL KG 8.0000 17,880.00 2,235.000 17,880.00 SF)(RESTRAINER - CABLE TYPE) 38 MISCELLANEOUS METAL (BRIDGE) KG 8.0000 26,128.00 3,266.000 26,128.00 SF) 39 CHAIN LINK FENCE (TYPE CL-1.8) M 32.0000 23,360.00 730.000 23,360.00 S) 40 CHAIN LINK FENCE (TYPE CL-2.4) M 35.0000 9,100.00 255.000 8,925.00 S) 41 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 310.0000 2,790.00 2.000 620.00 S) 42 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 540.0000 1,080.00 4.000 2,160.00 S) 43 DELINEATOR (CLASS 1) EA 77.0000 7,315.00 95.000 7,315.00 44 OBJECT MARKER (TYPE K-4) EA 115.0000 230.00 7.000 805.00 45 METAL BEAM GUARD RAILING M 61.0000 30,500.00 492.500 30,042.50 S) 46 CHAIN LINK RAILING M 147.0000 1,764.00 4.000 588.00 S) 47 CHAIN LINK RAILING (TYPE 7) M 80.0000 12,480.00 156.000 12,480.00 SF) 48 TUBULAR HANDRAILING M 75.0000 25,650.00 342.000 25,650.00 SF) 49 CONCRETE BARRIER (TYPE 25) M 90.0000 12,510.00 139.000 12,510.00 F) 50 CONCRETE BARRIER (TYPE 26) M 150.0000 47,850.00 319.000 47,850.00 F) 51 CONCRETE BARRIER (TYPE 26A) M 200.0000 36,800.00 184.000 36,800.00 F) 52 CONCRETE BARRIER (TYPE 27A MODIFIED) M 110.0000 52,800.00 474.000 52,140.00 53 CONCRETE BARRIER (TYPE 27) M 90.0000 22,770.00 253.000 22,770.00 F) 54 CONCRETE BARRIER (TYPE 27A) M 110.0000 9,570.00 87.000 9,570.00 55 CONCRETE BARRIER (TYPE 27B MODIFIED) M 160.0000 112,000.00 697.000 111,520.00 56 CONCRETE BARRIER (TYPE 27S) M 200.0000 26,000.00 128.000 25,600.00 57 CONCRETE BARRIER (TYPE 27SV) M 300.0000 96,000.00 312.000 93,600.00 PROGRAM CAS145 PAGE 7 DATE 08/17/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013324 TIME 10:52 AM ESTIMATE NO. 58 BID OPENING 11/19/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/25/03 R.E. NAME: NABIL YASSA DATE OF THIS ESTIMATE 08/17/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 CONCRETE BARRIER (TYPE 27SV MODIFIED) M 250.0000 77,500.00 308.000 77,000.00 59 CONCRETE BARRIER (TYPE 50W MODIFIED) M 267.0000 48,060.00 180.000 48,060.00 60 CONCRETE BARRIER (TYPE 50) M 107.0000 4,708.00 56.000 5,992.00 61 CONCRETE BARRIER (TYPE 50A) M 100.0000 7,800.00 78.000 7,800.00 F) 62 CONCRETE BARRIER (TYPE 50C) M 295.0000 4,425.00 15.000 4,425.00 63 CONCRETE BARRIER (TYPE 50D) M 157.0000 37,680.00 239.000 37,523.00 64 CONCRETE BARRIER (TYPE 50E) M 528.0000 50,160.00 95.000 50,160.00 65 HEADLIGHT GLARE SCREEN M 133.0000 54,530.00 0.000 0.00 66 BURIED POST ANCHOR EA 650.0000 1,300.00 2.000 1,300.00 S) 67 CABLE ANCHOR ASSEMBLY EA 300.0000 1,200.00 3.000 900.00 S) (BREAKAWAY, TYPE B) 68 END SECTION EA 210.0000 420.00 2.000 420.00 S) 69 TERMINAL SYSTEM (TYPE SRT) EA 1,675.0000 16,750.00 10.000 16,750.00 S) 70 TERMINAL SECTION (TYPE C) EA 105.0000 105.00 1.000 105.00 S) 71 THERMOPLASTIC PAVEMENT MARKING M2 32.0000 14,720.00 455.840 14,586.88 S) 72 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 18,000.00 25,045.000 20,036.00 S) 73 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 4,200.00 1,620.000 4,860.00 S) 74 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 2,900.00 1,630.000 3,260.00 S) (BROKEN 3.66 M - 0.92 M) 75 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,260.00 396.000 792.00 S) (11.0 M - 3.5 M) 76 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 216.00 272.000 217.60 S) (BROKEN 5.18 M - 2.14 M) 77 PAINT TRAFFIC STRIPE (2-COAT) M 0.7000 37,240.00 58,052.000 40,636.40 S) 78 PAINT PAVEMENT MARKING (2-COAT) M2 13.0000 2,470.00 280.470 3,646.11 79 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1000 8,668.00 9,291.000 10,220.10 S) 80 PAVEMENT MARKER (REFLECTIVE) EA 3.1500 23,373.00 8,953.000 28,201.95 S) 81 SIGNAL AND LIGHTING (LOCATION 1) LS 70,000.0000 70,000.00 1.000 70,000.00 S) 82 SIGNAL AND LIGHTING (LOCATION 2) LS 50,000.0000 50,000.00 1.000 50,000.00 S) 83 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 84 LIGHTING AND SIGN ILLUMINATION LS 220,000.0000 220,000.00 1.000 220,000.00 S) PROGRAM CAS145 PAGE 8 DATE 08/17/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013324 TIME 10:52 AM ESTIMATE NO. 58 BID OPENING 11/19/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/25/03 R.E. NAME: NABIL YASSA DATE OF THIS ESTIMATE 08/17/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 IRRIGATION CONTROLLER ENCLOSURE CABINET LS 5,000.0000 5,000.00 1.000 5,000.00 S) 86 2 - SIZE 103 MM CONDUIT M 53.0000 93,280.00 1,760.000 93,280.00 S) 87 COMMUNICATION CONDUIT (BRIDGE) M 36.0000 16,920.00 470.000 16,920.00 S) 88 SPRINKLER CONTROL CONDUIT (BRIDGE) M 17.0000 7,990.00 611.000 10,387.00 S) 89 TRAFFIC MONITORING STATION (COUNT) LS 15,000.0000 15,000.00 1.000 15,000.00 S) 90 RAMP METERING SYSTEM (LOCATION 1) LS 18,000.0000 18,000.00 1.000 18,000.00 S) 91 RAMP METERING SYSTEM (LOCATION 2) LS 35,000.0000 35,000.00 1.000 35,000.00 92 RAMP METERING SYSTEM (LOCATION 3) LS 60,000.0000 60,000.00 1.000 60,000.00 S) 93 RAMP METERING SYSTEM (LOCATION 1 AND 2) LS 1,000.0000 1,000.00 1.000 1,000.00 S) REMOVE 94 RAMP METERING SYSTEM (LOCATION 3 AND 4) LS 1,000.0000 1,000.00 1.000 1,000.00 S) REMOVE 95 COMMUNICATION PULL BOX EA 2,300.0000 16,100.00 7.000 16,100.00 S) 96 SPLICE VAULT EA 550.0000 1,650.00 3.000 1,650.00 S) PROGRAM CAS145 PAGE 9 DATE 08/17/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013324 TIME 10:52 AM ESTIMATE NO. 58 BID OPENING 11/19/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/25/03 R.E. NAME: NABIL YASSA DATE OF THIS ESTIMATE 08/17/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 19,502,074.38 ADJUSTMENT OF COMPENSATION 0.00 561,286.61 EXTRA WORK 61,067.09 2,216,736.12 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 61,067.09 22,280,097.11 97 MOBILIZATION LS 2178,000.0000 2,178,000.00 1.000 2,178,000.00 ORIGINAL CONTRACT AMOUNT 21,786,377.90 TOTAL WORK COMPLETED 61,067.09 24,458,097.11 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 39,187.12 -11,000.00 TOTAL 100,254.21 24,447,097.11 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 12/17/98 935 01/11/99 01/04/99 06/25/03 1048 68 107 6 100% 100% NABIL YASSA RESIDENT ENGINEER PROGRAM CAS145 DATE 08/17/04