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 10/22/02 EST. NO.12 TIME 01:39 PM R.E. NAME: ABDALLA NAAS 05-0161U4 --------------------------------------------------------------------------- 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 0012 493.87 E.W. @ F.A.(+) 070802 N R026 0 005 0012 72.60 E.W. @ F.A.(+) 091302 N RO82 0 0013 93.78 061002 N RO27 0 0014 93.78 061102 N R028 0 0015 93.78 061302 N R029 0 0016 36.32 061802 N R030 0 0017 36.32 061902 N R031 0 0018 72.60 062002 N R032 0 0019 72.60 062102 N R033 0 0020 72.60 062402 N R034 0 0021 72.60 062502 N R035 0 0022 72.60 062602 N R036 0 0023 72.60 062702 N R037 0 0024 72.60 062802 N R038 0 0025 72.60 070102 N R039 0 0026 72.60 070202 N R040 0 0027 72.60 070302 N R041 0 0028 72.60 070802 N R042 0 0029 72.60 070902 N R043 0 0030 72.60 071002 N R044 0 0031 72.60 071102 N R045 0 0032 72.60 071202 N R046 0 0034 72.60 071602 N R048 0 0035 72.60 071702 N R049 0 0036 72.60 072502 N R050 0 0037 61.07 072602 N R051 0 0038 72.60 073002 N R052 0 0039 72.60 080502 N R053 0 0040 72.60 080702 N R054 0 0041 72.60 080802 N R055 0 0042 72.60 080902 N R056 0 0043 72.60 081202 N R057 0 0044 72.60 081302 N R058 0 0045 72.60 081402 N R059 0 0046 72.60 081502 N R060 0 0047 72.60 081602 N R061 0 0048 72.60 081902 N R065 0 0049 72.60 082102 N R062 0 0050 72.60 082202 N R063 0 0051 72.60 082302 N R064 0 0052 72.60 082602 N R069 0 0053 72.60 082702 N R070 0 0054 36.32 082802 N R071 0 0055 36.32 082902 N R072 0 0056 72.60 083002 N R073 0 0057 72.60 090402 N R075 0 0058 72.60 090502 N R076 0 0059 72.60 090602 N R077 0 0060 72.60 090902 N R078 0 0061 72.60 091002 N R079 0 0062 21.78 091102 N R080 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 10/22/02 EST. NO.12 TIME 01:39 PM R.E. NAME: ABDALLA NAAS 05-0161U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0063 72.60 091202 N R081 0 4,052.54 TOTAL THIS ESTIMATE 7,084.28 TOTAL PREVIOUS ESTIMATE 11,136.82 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 10/22/02 EST. NO.12 TIME 01:39 PM R.E. NAME: ABDALLA NAAS 05-0161U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE DEDUCTION CCO PNDG. -6,345.38 05 QCQA MIX DESIGN TEST -3,000.00 10 SWAPP NONCOMPLIANCE -92,242.92 10 SWPPP NON COMPLIANCE 70,242.92 11 REL SWPPP PENALTY 25,000.00 12 25,000.00 -6,345.38 TOTAL DEDUCTIONS 25,000.00 -6,345.38 PROGRAM CAS145 PAGE 1 DATE 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161U4 TIME 01:39 PM ESTIMATE NO. 12 BID OPENING 08/07/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: ABDALLA NAAS DATE OF THIS ESTIMATE 10/22/02 LOCATION PROGRESS ESTIMATE 05-MON-101-95.0/95.8 ----------------- R M HARRIS COMPANY INC IN MONTEREY COUNTY NEAR PRUNEDALE 1000 HOWE ROAD AT ROUTE 101 FROM 0.1 KM SOUTH TO MARTINEZ CA 94553 0.4 KM NORTH OF ROUTE 156/101 SEP AND ON ROUTE 156 FROM MCGUFFIE ROAD TO ROUTE 156/101 SEPARATION FED. AID NO. ACNH-X053(20)E MODIFY INTERCHANGE AND RAMPS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 15,000.0000 15,000.00 0.500 7,500.00 002 TIME-RELATED OVERHEAD WDAY 900.0000 360,000.00 18.000 16,200.00 207.000 186,300.00 003 TEMPORARY FENCE (TYPE ESA) M 20.0000 8,000.00 308.360 6,167.20 (S) 004 450 MM TEMPORARY CULVERT M 120.0000 4,560.00 38.000 4,560.00 005 TEMPORARY DRAINAGE INLET EA 450.0000 900.00 2.000 900.00 006 200 MM TEMPORARY ENTRANCE TAPER EA 80.0000 480.00 3.000 240.00 007 200 MM TEMPORARY ANCHOR ASSEMBLY EA 50.0000 1,400.00 15.000 750.00 008 200 MM TEMPORARY PIPE DOWNDRAIN M 30.0000 2,610.00 34.920 1,047.60 009 450 MM TEMPORARY PIPE DOWNDRAIN M 80.0000 2,640.00 31.560 2,524.80 010 450 MM TEMPORARY ANCHOR ASSEMBLY EA 80.0000 880.00 11.000 880.00 011 PREPARE STORM WATER POLLUTION LS 8,000.0000 8,000.00 0.750 6,000.00 PREVENTION PLAN 012 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 0.040 2,000.00 0.510 25,500.00 013 CONSTRUCTION AREA SIGNS LS 13,000.0000 13,000.00 0.810 10,530.00 (S) 014 TRAFFIC CONTROL SYSTEM LS 110,000.0000 110,000.00 0.040 4,400.00 0.510 56,100.00 (S) 015 TYPE III BARRICADE EA 90.0000 3,600.00 15.000 1,350.00 (S) 016 TEMPORARY TRAFFIC STRIPE (TAPE) M 9.0000 63,990.00 490.730 4,416.57 3,439.730 30,957.57 (S) 017 TEMPORARY PAVEMENT MARKING (TAPE) M2 100.0000 2,300.00 35.190 3,519.00 40.110 4,011.00 (S) 018 CHANNELIZER (SURFACE MOUNTED) EA 60.0000 12,600.00 36.000 2,160.00 94.000 5,640.00 (S) 019 CHANNELIZER (SURFACE MOUNTED) EA 80.0000 1,440.00 0.000 0.00 (S) (LEFT IN PLACE) 020 TEMPORARY PAVEMENT MARKER EA 5.0000 3,600.00 55.000 275.00 355.000 1,775.00 (S) 021 TEMPORARY METAL BEAM GUARD RAILING M 50.0000 800.00 0.000 0.00 (S) 022 TEMPORARY TERMINAL SECTION (TYPE B) EA 50.0000 50.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 2 DATE 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161U4 TIME 01:39 PM ESTIMATE NO. 12 BID OPENING 08/07/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: ABDALLA NAAS DATE OF THIS ESTIMATE 10/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY END SECTION EA 50.0000 50.00 0.000 0.00 (S) 024 TEMPORARY TERMINAL SYSTEM EA 1,300.0000 2,600.00 0.000 0.00 (S) (TYPE SRT) 025 PORTABLE CHANGEABLE MESSAGE SIGN LS 18,000.0000 18,000.00 0.040 720.00 0.510 9,180.00 (S) 026 TEMPORARY RAILING (TYPE K) M 60.0000 109,800.00 128.020 7,681.20 914.130 54,847.80 027 TEMPORARY CRASH CUSHION MODULE EA 250.0000 37,500.00 22.000 5,500.00 66.000 16,500.00 (S) 028 REMOVE PAINTED TRAFFIC STRIPE M 5.0000 15,900.00 27.430 137.15 535.430 2,677.15 (S) 029 REMOVE PAINTED PAVEMENT MARKING M2 40.0000 320.00 2.510 100.40 (S) 030 REMOVE PAVEMENT MARKER EA 1.0000 2,000.00 445.000 445.00 (S) 031 REMOVE ROADSIDE SIGN EA 150.0000 6,300.00 0.000 0.00 032 REMOVE ASPHALT CONCRETE DIKE M 27.0000 1,404.00 0.000 0.00 033 REMOVE PIPE M 350.0000 49,000.00 0.000 0.00 034 REMOVE HEADWALL EA 2,600.0000 5,200.00 0.000 0.00 035 RECONSTRUCT METAL BEAM GUARD RAILING M 50.0000 1,500.00 0.000 0.00 (S) 036 RELOCATE ROADSIDE SIGN EA 250.0000 1,000.00 0.000 0.00 037 ADJUST INLET EA 600.0000 1,200.00 0.000 0.00 038 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 9.0000 14,580.00 640.000 5,760.00 640.000 5,760.00 (S) 039 REMOVE CONCRETE M3 140.0000 2,380.00 0.000 0.00 040 CAP INLET EA 600.0000 600.00 0.000 0.00 041 CLEARING AND GRUBBING LS 45,000.0000 45,000.00 1.000 45,000.00 042 ROADWAY EXCAVATION M3 9.0000 367,200.00 8,000.000 72,000.00 16,470.000 148,230.00 043 SHOULDER BACKING STA 2,000.0000 8,000.00 0.000 0.00 044 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 88,000.00 1,530.000 76,500.00 (F) 045 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 68,500.00 150.000 7,500.00 (F) 046 STRUCTURE BACKFILL (BRIDGE) M3 85.0000 90,865.00 68.000 5,780.00 925.400 78,659.00 (F) 047 STRUCTURE BACKFILL (RETAINING WALL) M3 80.0000 83,200.00 189.000 15,120.00 (F) 048 PERVIOUS BACKFILL MATERIAL M3 100.0000 7,600.00 73.000 7,300.00 (F) 049 PERVIOUS BACKFILL MATERIAL (RETAINING M3 100.0000 9,500.00 16.000 1,600.00 (F) WALL) PROGRAM CAS145 PAGE 3 DATE 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161U4 TIME 01:39 PM ESTIMATE NO. 12 BID OPENING 08/07/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: ABDALLA NAAS DATE OF THIS ESTIMATE 10/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 EARTH RETAINING STRUCTURE M2 900.0000 173,700.00 0.000 0.00 (F) 051 IMPORTED BORROW M3 8.2500 218,625.00 32,039.000 264,321.75 052 HIGHWAY PLANTING LS 65,000.0000 65,000.00 0.000 0.00 (S) 053 EROSION CONTROL (BLANKET) (TYPE 1) M2 2.7000 5,400.00 0.000 0.00 (S) 054 EROSION CONTROL (BLANKET) (TYPE 2) M2 15.0000 3,000.00 0.000 0.00 (S) 055 STRAW (EROSION CONTROL) TONN 600.0000 6,600.00 0.000 0.00 (S) 056 FIBER (EROSION CONTROL) KG 0.7000 4,200.00 0.000 0.00 (S) 057 MOVE IN OR MOVE OUT (EROSION CONTROL) EA 700.0000 2,100.00 0.000 0.00 (S) 058 PURE LIVE SEED (EROSION CONTROL) KG 90.0000 13,500.00 0.000 0.00 (S) 059 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 6.0000 2,700.00 0.000 0.00 (S) 060 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 2,400.00 0.000 0.00 (S) 061 PLANT ESTABLISHMENT WORK LS 20,000.0000 20,000.00 0.000 0.00 (S) 062 IRRIGATION SYSTEM LS 62,000.0000 62,000.00 0.000 0.00 (S) 063 250 MM CORRUGATED HIGH DENSITY M 200.0000 36,000.00 0.000 0.00 (S) POLYETHYLENE PIPE CONDUIT 064 300 MM WELDED STEEL PIPE CONDUIT M 450.0000 16,650.00 0.000 0.00 (S) (6.35 MM THICK) 065 FINISHING ROADWAY LS 11,000.0000 11,000.00 0.000 0.00 066 CLASS 2 AGGREGATE BASE M3 45.0000 279,000.00 323.000 14,535.00 922.500 41,512.50 067 ASPHALT CONCRETE TONN 69.0000 869,400.00 852.440 58,818.36 1,770.730 122,180.37 068 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 2,600.00 0.000 0.00 AREA) 069 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 6.0000 3,000.00 0.000 0.00 070 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 6.0000 780.00 0.000 0.00 071 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 7.0000 10,290.00 26.000 182.00 341.000 2,387.00 072 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 6.0000 504.00 84.000 504.00 84.000 504.00 073 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,000.0000 13,000.00 0.000 0.00 074 FURNISH PILING (CLASS 900) M 62.0000 24,614.00 0.000 0.00 075 DRIVE PILE (CLASS 900) EA 600.0000 15,600.00 0.000 0.00 (S) 076 FURNISH PILING (CLASS 625) M 68.0000 106,012.00 945.850 64,317.80 PROGRAM CAS145 PAGE 4 DATE 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161U4 TIME 01:39 PM ESTIMATE NO. 12 BID OPENING 08/07/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: ABDALLA NAAS DATE OF THIS ESTIMATE 10/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 DRIVE PILE (CLASS 625) EA 650.0000 86,450.00 81.000 52,650.00 (S) 078 PRESTRESSING CAST-IN-PLACE CONCRETE LS 38,000.0000 38,000.00 0.100 3,800.00 1.000 38,000.00 (S) 079 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 94,000.00 181.000 90,500.00 (F) 080 STRUCTURAL CONCRETE, BRIDGE M3 575.0000 543,375.00 758.950 436,396.25 (F) 081 STRUCTURAL CONCRETE, RETAINING WALL M3 460.0000 220,800.00 74.000 34,040.00 (F) 082 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 20,000.00 16.520 13,216.00 (F) (TYPE EQ) 083 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 65,800.00 49.000 34,300.00 57.000 39,900.00 (F) (TYPE N) 084 CLASS 2 CONCRETE M3 750.0000 507,750.00 0.000 0.00 (F) 085 CLASS 1 CONCRETE (BOX CULVERT) M3 3,500.0000 10,500.00 0.000 0.00 (F) 086 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 9,000.00 0.000 0.00 (F) 087 MINOR CONCRETE (INVERT PAVING) M3 500.0000 5,500.00 0.000 0.00 (F) 088 ARCHITECTURAL TREATMENT M2 80.0000 53,760.00 306.000 24,480.00 (F) 089 JOINT SEAL (MR 15 MM) M 130.0000 4,680.00 0.000 0.00 (S) 090 JOINT SEAL (MR 50 MM) M 220.0000 7,700.00 0.000 0.00 (S) 091 BAR REINFORCING STEEL KG 1.3000 95,305.60 0.000 0.00 (SF) 092 BAR REINFORCING STEEL (BRIDGE) KG 1.4000 175,532.00 109,001.000 152,601.40 (SF) 093 BAR REINFORCING STEEL (RETAINING WALL) KG 1.6000 78,304.00 8,744.000 13,990.40 (SF) 094 BAR REINFORCING STEEL (BOX CULVERT) KG 5.0000 1,250.00 0.000 0.00 (SF) 095 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 9.0000 9,603.00 0.000 0.00 (F) WITH WALKWAY) 096 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 4.0000 4,268.00 0.000 0.00 (SF)WITH WALKWAY) 097 FURNISH SIGN STRUCTURE (TUBULAR) KG 8.0000 28,080.00 0.000 0.00 (F) 098 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.5000 5,265.00 0.000 0.00 (SF) 099 1070 MM CAST-IN-DRILLED-HOLE M 3,200.0000 41,600.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 100 ROADSIDE SIGN - ONE POST EA 225.0000 10,350.00 0.000 0.00 101 ROADSIDE SIGN - TWO POST EA 650.0000 8,450.00 0.000 0.00 102 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 100.00 0.000 0.00 METHOD) 103 INSTALL ROADSIDE SIGN EA 1,300.0000 3,900.00 0.000 0.00 (LAMINATED WOOD BOX POST) PROGRAM CAS145 PAGE 5 DATE 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161U4 TIME 01:39 PM ESTIMATE NO. 12 BID OPENING 08/07/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: ABDALLA NAAS DATE OF THIS ESTIMATE 10/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 450 MM ALTERNATIVE PIPE CULVERT M 420.0000 23,100.00 0.000 0.00 105 600 MM ALTERNATIVE PIPE CULVERT M 450.0000 49,500.00 71.420 32,139.00 121.840 54,828.00 106 300 MM CORRUGATED STEEL PIPE M 400.0000 4,000.00 10.670 4,268.00 (1.63 MM THICK) 107 450 MM CORRUGATED STEEL PIPE M 400.0000 4,000.00 0.000 0.00 (1.63 MM THICK) 108 600 MM CORRUGATED STEEL PIPE M 450.0000 900.00 0.000 0.00 (1.63 MM THICK) 109 900 MM CORRUGATED STEEL PIPE M 700.0000 4,200.00 0.000 0.00 (1.63 MM THICK) 110 200 MM ENTRANCE TAPER EA 250.0000 2,500.00 24.000 6,000.00 24.000 6,000.00 111 200 MM ANCHOR ASSEMBLY EA 200.0000 9,800.00 0.000 0.00 112 200 MM ALTERNATIVE PIPE DOWNDRAIN M 120.0000 18,000.00 67.100 8,052.00 67.100 8,052.00 113 300 MM ALTERNATIVE FLARED END SECTION EA 900.0000 900.00 1.000 900.00 114 450 MM ALTERNATIVE FLARED END SECTION EA 500.0000 1,000.00 0.000 0.00 115 600 MM ALTERNATIVE FLARED END SECTION EA 400.0000 2,400.00 5.000 2,000.00 5.000 2,000.00 116 900 MM PRECAST CONCRETE PIPE INLET M 150.0000 450.00 0.000 0.00 117 MANHOLE EA 5,200.0000 5,200.00 0.000 0.00 118 SLOPE PAVING (CONCRETE) M3 750.0000 66,000.00 0.000 0.00 (F) 119 MINOR CONCRETE (MISCELLANEOUS M3 400.0000 7,200.00 0.000 0.00 CONSTRUCTION) 120 MINOR CONCRETE (GUTTER) M 70.0000 4,900.00 0.000 0.00 (F) 121 MISCELLANEOUS IRON AND STEEL KG 2.5000 2,385.00 296.000 740.00 (F) 122 MISCELLANEOUS METAL (BRIDGE) KG 20.0000 6,000.00 0.000 0.00 (F) 123 FENCE (TYPE BW, WOOD POST) M 100.0000 440.00 0.000 0.00 (S) 124 SURVEY MONUMENT (TYPE A) EA 600.0000 3,600.00 0.000 0.00 125 DELINEATOR (CLASS 1) EA 30.0000 1,350.00 0.000 0.00 126 OBJECT MARKER (TYPE R) EA 100.0000 100.00 0.000 0.00 127 METAL BEAM GUARD RAILING (WOOD POST) M 200.0000 24,000.00 39.000 7,800.00 39.000 7,800.00 (S) 128 CONCRETE BARRIER (TYPE 27 MODIFIED) M 220.0000 85,800.00 47.000 10,340.00 47.000 10,340.00 (F) 129 CABLE RAILING M 120.0000 5,400.00 0.000 0.00 (SF) 130 TERMINAL SECTION (TYPE B) EA 100.0000 700.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 6 DATE 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161U4 TIME 01:39 PM ESTIMATE NO. 12 BID OPENING 08/07/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: ABDALLA NAAS DATE OF THIS ESTIMATE 10/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 END SECTION EA 100.0000 300.00 0.000 0.00 (S) 132 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 20,000.00 2.000 4,000.00 2.000 4,000.00 (S) 133 CRASH CUSHION (REACT 9CBB) EA 50,000.0000 50,000.00 0.000 0.00 (S) 134 CRASH CUSHION (REACT 9SCBS) EA 45,000.0000 45,000.00 0.000 0.00 (S) 135 CONCRETE BARRIER (TYPE 60) M 300.0000 3,600.00 0.000 0.00 136 CONCRETE BARRIER (TYPE 60D) M 150.0000 24,300.00 0.000 0.00 (F) 137 THERMOPLASTIC PAVEMENT MARKING M2 44.0000 10,120.00 0.000 0.00 (S) 138 THERMOPLASTIC TRAFFIC STRIPE M 2.0000 15,000.00 0.000 0.00 (S) (SPRAYABLE) 139 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 860.00 0.000 0.00 (S) 140 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 4,380.00 0.000 0.00 (S) 141 LIGHTING LS 160,000.0000 160,000.00 0.197 31,520.00 (S) 142 MODIFY SIGNAL AND LIGHTING LS 180,000.0000 180,000.00 0.220 39,600.00 0.455 81,900.00 (S) PROGRAM CAS145 PAGE 7 DATE 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161U4 TIME 01:39 PM ESTIMATE NO. 12 BID OPENING 08/07/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: ABDALLA NAAS DATE OF THIS ESTIMATE 10/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 352,619.28 2,425,497.99 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 4,052.54 11,136.82 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 356,671.82 2,436,634.81 143 MOBILIZATION LS 720,000.0000 720,000.00 0.950 684,000.00 ORIGINAL CONTRACT AMOUNT 7,367,431.60 TOTAL WORK COMPLETED 356,671.82 3,120,634.81 MATERIALS ON HAND ON SITE 85,423.05 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 25,000.00 -6,345.38 TOTAL 381,671.82 3,199,712.48 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 09/10/01 650 02/01/02 12/03/01 08/04/03 208 12 3 0 42% 52% PROGRESS IS SATISFACTORY ABDALLA NAAS RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 10/22/02