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 04/29/03 EST. NO.46 TIME 08:54 AM R.E. NAME: MAHFOUD, ELIAS 06-278614 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 043 0010-1 -1,117.59 E.W. @ F.A.(+) 060499 N 451B 0 DAO CORRECTING ENTRY 111 0001 696,819.30 A.C. @ L.S.(+) 042803 N 0001 0 695,701.71 TOTAL THIS ESTIMATE 4,045,986.70 TOTAL PREVIOUS ESTIMATE 4,741,688.41 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 04/29/03 EST. NO.46 TIME 08:54 AM R.E. NAME: MAHFOUD, ELIAS 06-278614 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RETAINING WALL 13 -66.00 04 SURVEYS REDONE -2,580.00 04 SURVEYS REDONE -1,505.00 05 3 MIX DESIGN VERIFIC -6,000.00 05 SURVEY RESTAKING -1,075.00 07 SURVEY RESTAKE -430.00 08 OUT OF SPEC CONCRETE 214.50 10 RESTAKING 430.00 10 CLASS Z OUT OF SPEC -1,032.75 11 CORRECTION EST #10 -1,289.00 11 RESTAKING -650.00 11 RESTAKING -645.00 12 SURVEY DEDUCTION -107.50 13 OUT OF SPEC CONCRETE -1,650.00 14 CORR EST 10 CONCRETE -429.00 18 CORR EST 10 RESTAKIN -860.00 18 OUT OF SPEC CONCRETE -1,045.00 18 CORR EST 18 RESTAKIN 860.00 19 CORR EST-18 CONCRETE 429.00 19 SURVEY DEUCTION -645.00 19 SURVEY DEDUCTION -1,720.00 20 OUT OF SPEC CONC AGG -2,403.50 21 OUT OF SPEC ASB -4,000.00 21 SURVEY DEDUCTION -1,075.00 21 SURVEY DEDUCTION -450.00 25 SURVEY DEDUCTION -470.00 27 SURVEY DEDUC 12-13 -470.00 28 SURVEY DEDUC 11-28 -470.00 28 PCCPDEFICIENCY -3,888.00 33 RESTAKING OVER CHRG 4.70 33 CONTROL CABINET 2DED -7,040.00 38 0.00 -40,057.55 LABOR COMPLIANCE VIOLATION MISS PAYROLL -10,000.00 04 MISS PYRLLS REC'D 10,000.00 05 MISSING PAYROLLS -10,000.00 17 MISS PAYROLL 10,000.00 18 WAGE VIOLATION -1,554.70 18 MISS PYRLL -10,000.00 34 MISS PYRLL -10,000.00 35 PYRLL RECD #34&35 20,000.00 38 MISS PYRLL -10,000.00 39 MISS PYRLL RECD #39 10,000.00 40 MISS PYRL -10,000.00 41 MISS PYRL RECD 10,000.00 43 0.00 -1,554.70 LIQUIDATED DAMAGES 132 LDS @2800/DAY -369,600.00 41 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 04/29/03 EST. NO.46 TIME 08:54 AM R.E. NAME: MAHFOUD, ELIAS 06-278614 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 0.00 -369,600.00 OTHER OUTSTANDING DOCUMENTS MISS HC-43, PR-47 -10,000.00 41 MISS HC43, PR47 RECD 10,000.00 43 0.00 0.00 TOTAL DEDUCTIONS 0.00 -411,212.25 PROGRAM CAS145 PAGE 1 DATE 04/29/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-278614 TIME 08:54 AM ESTIMATE NO. 46 BID OPENING 11/03/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/10/02 R.E. NAME: MAHFOUD, ELIAS DATE OF THIS ESTIMATE 04/29/03 LOCATION FINAL ESTIMATE 06-TUL-198-R4.8/R8.8 -------------- R AND L BROSAMER INC IN TULARE COUNTY IN AND NEAR P O BOX 238 VISALIA FROM PLAZA DRIVE TO ROUTE ALAMO CA 94507 63/198 SEPARATION FED. AID NO. ACNH-P198(32)E CONSTRUCT FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 26,000.0000 26,000.00 1.000 26,000.00 002 TEMPORARY FENCE (TYPE CL-6) LF 5.0000 3,850.00 676.000 3,380.00 (S) 003 TEMPORARY CULVERT LF 50.0000 9,000.00 40.000 2,000.00 004 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 1.000 5,000.00 PLAN 005 WATER POLLUTION CONTROL LS 120,000.0000 120,000.00 1.000 120,000.00 006 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 1.000 50,000.00 (S) 007 TRAFFIC CONTROL SYSTEM LS 60,000.0000 60,000.00 1.000 60,000.00 (S) 008 TYPE II BARRICADE EA 70.0000 1,190.00 17.000 1,190.00 009 TYPE III BARRICADE EA 120.0000 9,120.00 150.000 18,000.00 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0000 16,140.00 6,119.000 18,357.00 (S) 011 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.0000 4,720.00 247.000 494.00 (S) 012 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 6.0000 1,140.00 0.000 0.00 (S) 013 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 15,050.00 62,337.000 15,584.25 (S) 014 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 22,400.00 536.000 18,760.00 015 TEMPORARY PAVEMENT MARKER EA 5.0000 5,050.00 1,115.000 5,575.00 (S) 016 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 1.000 50,000.00 (S) 017 TEMPORARY RAILING (TYPE K) LF 10.0000 388,000.00 37,840.000 378,400.00 018 TEMPORARY CRASH CUSHION MODULE EA 350.0000 49,000.00 209.000 73,150.00 019 ABANDON REINFORCED CONCRETE BOX LF 70.0000 16,100.00 230.000 16,100.00 CULVERT 020 ABANDON CULVERT EA 600.0000 24,600.00 45.500 27,300.00 021 ABANDON INLET EA 500.0000 500.00 1.000 500.00 022 ABANDON MANHOLE EA 200.0000 600.00 6.000 1,200.00 PROGRAM CAS145 PAGE 2 DATE 04/29/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-278614 TIME 08:54 AM ESTIMATE NO. 46 BID OPENING 11/03/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/10/02 R.E. NAME: MAHFOUD, ELIAS DATE OF THIS ESTIMATE 04/29/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 ABANDON SEWER MANHOLE EA 200.0000 400.00 4.000 800.00 024 ABANDON WATER WELL EA 400.0000 2,400.00 15.000 6,000.00 025 ABANDON SEWER EA 500.0000 2,000.00 6.000 3,000.00 026 OBLITERATE SURFACING SQYD 3.0000 33,600.00 12,260.800 36,782.40 027 REMOVE FENCE LF 3.0000 114,600.00 42,406.000 127,218.00 028 REMOVE METAL BEAM GUARD RAILING LF 10.0000 4,900.00 791.500 7,915.00 029 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 15,650.00 42,432.000 21,216.00 030 REMOVE PAINTED PAVEMENT MARKING SQFT 5.0000 1,950.00 4,202.000 21,010.00 031 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 930.00 1,610.000 1,610.00 032 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.0000 1,030.00 2,830.000 2,830.00 033 REMOVE PAVEMENT MARKER EA 2.0000 3,180.00 4,639.000 9,278.00 034 REMOVE ASBESTOS CEMENT PIPE (WATER) LF 10.0000 45,400.00 2,857.000 28,570.00 035 REMOVE ASBESTOS CEMENT PIPE LF 45.0000 140,400.00 2,600.000 117,000.00 (TELEPHONE) 036 REMOVE ROADSIDE SIGN EA 100.0000 30,000.00 300.000 30,000.00 037 REMOVE ROADSIDE SIGN PANEL EA 25.0000 175.00 5.000 125.00 038 REMOVE SIGN PANEL AND REMOVABLE SIGN EA 50.0000 50.00 1.000 50.00 PANEL FRAME 039 REMOVE CULVERT LF 25.0000 24,500.00 1,018.000 25,450.00 040 REMOVE INLET EA 400.0000 6,800.00 18.000 7,200.00 041 REMOVE HEADWALL EA 300.0000 6,900.00 24.000 7,200.00 042 REMOVE SEWER MANHOLE EA 200.0000 4,800.00 23.000 4,600.00 043 REMOVE REINFORCED CONCRETE BOX CULVERT EA 10,000.0000 10,000.00 1.000 10,000.00 044 REMOVE JUNCTION BOX EA 300.0000 1,200.00 3.000 900.00 045 REMOVE SEWER PIPE LF 14.0000 114,100.00 7,026.000 98,364.00 046 RESET MAILBOX EA 50.0000 1,300.00 13.000 650.00 047 RELOCATE ROADSIDE SIGN EA 150.0000 4,350.00 42.000 6,300.00 048 ADJUST MANHOLE TO GRADE EA 500.0000 27,500.00 59.000 29,500.00 049 REMODEL COMMUNICATIONS VAULT EA 2,500.0000 7,500.00 3.000 7,500.00 PROGRAM CAS145 PAGE 3 DATE 04/29/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-278614 TIME 08:54 AM ESTIMATE NO. 46 BID OPENING 11/03/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/10/02 R.E. NAME: MAHFOUD, ELIAS DATE OF THIS ESTIMATE 04/29/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 5,580.00 5,757.000 17,271.00 (S) 051 REMOVE CONCRETE CURB LF 2.0000 61,400.00 32,079.000 64,158.00 052 REMOVE CONCRETE (MISCELLANEOUS) CY 25.0000 23,250.00 961.460 24,036.50 053 SHATTER CONCRETE SQYD 1.0000 16,400.00 16,400.000 16,400.00 054 BRIDGE REMOVAL (PORTION), LOCATION A LS 25,000.0000 25,000.00 1.000 25,000.00 055 BRIDGE REMOVAL (PORTION), LOCATION B LS 25,000.0000 25,000.00 1.000 25,000.00 056 REMOVE PUMPING PLANT LS 50,000.0000 50,000.00 1.000 50,000.00 057 CLEARING AND GRUBBING LS 72,000.0000 72,000.00 1.000 72,000.00 058 REMOVE TREE EA 350.0000 87,500.00 751.000 262,850.00 059 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 1.000 100,000.00 060 ROADWAY EXCAVATION CY 2.2500 2,587,500.00 1,145,177.000 2,576,648.25 061 STRUCTURE EXCAVATION CY 60.0000 243,000.00 4,050.000 243,000.00 (F) 062 STRUCTURE EXCAVATION (BRIDGE) CY 20.0000 155,400.00 7,770.000 155,400.00 (F) 063 STRUCTURE EXCAVATION (RETAINING WALL) CY 50.0000 15,700.00 314.000 15,700.00 (F) 064 STRUCTURE EXCAVATION (TIEBACK WALL) CY 75.0000 9,000.00 120.000 9,000.00 (F) 065 STRUCTURE EXCAVATION (CUT OFF WALL) CY 50.0000 44,500.00 890.000 44,500.00 066 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 15.0000 136,500.00 9,192.700 137,890.50 (F) 067 STRUCTURE BACKFILL CY 25.0000 54,250.00 2,170.000 54,250.00 (F) 068 STRUCTURE BACKFILL (BRIDGE) CY 25.0000 115,250.00 4,610.000 115,250.00 (F) 069 STRUCTURE BACKFILL (RETAINING WALL) CY 25.0000 9,025.00 361.000 9,025.00 (F) 070 STRUCTURE BACKFILL (CUT OFF WALL) CY 25.0000 22,250.00 890.000 22,250.00 071 STRUCTURE BACKFILL (TIEBACK WALL) CY 25.0000 150.00 6.000 150.00 (F) 072 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 25.0000 16,000.00 640.000 16,000.00 (F) 073 SAND BACKFILL CY 70.0000 18,200.00 354.110 24,787.70 074 SAND BACKFILL (SANITARY SEWER) CY 70.0000 8,400.00 169.000 11,830.00 075 DITCH EXCAVATION CY 20.0000 12,200.00 824.000 16,480.00 076 SOIL NAIL ASSEMBLY LF 8.0000 1,040,960.00 130,120.000 1,040,960.00 (S) PROGRAM CAS145 PAGE 4 DATE 04/29/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-278614 TIME 08:54 AM ESTIMATE NO. 46 BID OPENING 11/03/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/10/02 R.E. NAME: MAHFOUD, ELIAS DATE OF THIS ESTIMATE 04/29/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 STRAW (EROSION CONTROL) TON 400.0000 60,000.00 94.550 37,820.00 (S) 078 EROSION CONTROL (DRILL SEED) ACRE 4,000.0000 44,000.00 8.500 34,000.00 (S) 079 FIBER (EROSION CONTROL) LB 1.5000 30,150.00 29,500.800 44,251.20 (S) 080 PURE LIVE SEED (EROSION CONTROL) LB 60.0000 111,000.00 1,776.490 106,589.40 (S) 081 COMMERCIAL FERTILIZER (EROSION CONTROL) LB 1.5000 23,850.00 14,854.500 22,281.75 (S) 082 COMPOST (EROSION CONTROL) LB 0.5000 95,500.00 183,597.000 91,798.50 (S) 083 STABILIZING EMULSION (EROSION CONTROL) LB 2.5000 10,450.00 5,828.050 14,570.13 (S) 084 MULCH (EROSION CONTROL) CY 10.0000 20,200.00 0.000 0.00 (S) 085 3" CORRUGATED HIGH DENSITY POLYETHYLENE LF 10.0000 12,700.00 1,301.500 13,015.00 PIPE CONDUIT 086 10" BITUMINOUS COATED CORRUGATED STEEL LF 20.0000 53,600.00 2,685.000 53,700.00 PIPE CONDUIT (.064" THICK) 087 12" BITUMINOUS COATED CORRUGATED STEEL LF 30.0000 25,500.00 854.000 25,620.00 PIPE CONDUIT (.064" THICK) 088 JACKED 12" WELDED STEEL PIPE LF 220.0000 46,200.00 196.000 43,120.00 (.250" THICK) 089 FINISHING ROADWAY LS 20,000.0000 20,000.00 1.000 20,000.00 090 CLASS 2 AGGREGATE SUBBASE CY 10.0000 156,000.00 15,246.200 152,462.00 091 CLASS 2 AGGREGATE BASE CY 17.0000 1,380,400.00 71,989.350 1,223,818.95 092 LEAN CONCRETE BASE CY 50.0000 560,000.00 10,956.940 547,847.00 093 ASPHALT CONCRETE TON 38.0000 5,928,000.00 139,776.900 5,311,522.20 094 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 20.0000 83,800.00 4,501.400 90,028.00 AREA) 095 PLACE ASPHALT CONCRETE DIKE (TYPE A) LF 2.0000 29,400.00 15,807.000 31,614.00 096 PLACE ASPHALT CONCRETE DIKE (TYPE C) LF 2.0000 1,280.00 5,085.000 10,170.00 097 PLACE ASPHALT CONCRETE DIKE (TYPE E) LF 2.0000 17,080.00 9,057.000 18,114.00 098 PLACE ASPHALT CONCRETE DIKE (TYPE F) LF 2.0000 6,260.00 3,200.000 6,400.00 099 CONCRETE PAVEMENT CY 80.0000 1,400,000.00 17,121.600 1,369,728.00 100 REPLACE CONCRETE PAVEMENT CY 400.0000 7,200.00 17.800 7,120.00 101 SEAL PAVEMENT JOINT LF 3.0000 190,800.00 63,623.700 190,871.10 102 FURNISH PILING (CLASS 70) LF 14.0000 317,240.00 22,560.140 315,841.96 103 DRIVE PILE (CLASS 70) EA 800.0000 548,800.00 686.000 548,800.00 (S) PROGRAM CAS145 PAGE 5 DATE 04/29/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-278614 TIME 08:54 AM ESTIMATE NO. 46 BID OPENING 11/03/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/10/02 R.E. NAME: MAHFOUD, ELIAS DATE OF THIS ESTIMATE 04/29/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH PILING (CLASS 45) LF 15.0000 36,060.00 2,410.340 36,155.10 105 DRIVE PILE (CLASS 45) EA 800.0000 40,000.00 50.000 40,000.00 (S) 106 PRESTRESSING CAST-IN-PLACE CONCRETE LS 200,000.0000 200,000.00 1.000 200,000.00 (S) 107 TIEBACK ANCHOR EA 4,000.0000 80,000.00 20.000 80,000.00 (S) 108 STRUCTURAL CONCRETE CY 550.0000 374,000.00 677.830 372,806.50 (F) 109 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 200.0000 252,000.00 1,260.000 252,000.00 (F) 110 STRUCTURAL CONCRETE, BRIDGE CY 260.0000 2,490,800.00 9,582.000 2,491,320.00 (F) 111 STRUCTURAL CONCRETE, RETAINING WALL CY 260.0000 890,760.00 3,426.000 890,760.00 (F) 112 STRUCTURAL CONCRETE, APPROACH SLAB CY 250.0000 47,500.00 190.000 47,500.00 (F) (TYPE N) 113 CLASS A CONCRETE (BOX CULVERT) CY 500.0000 444,000.00 888.000 444,000.00 (F) 114 CLASS A CONCRETE (WINGWALLS) CY 700.0000 35,420.00 50.600 35,420.00 (F) 115 CLASS C CONCRETE (BACKFILL) CY 100.0000 54,000.00 860.570 86,057.00 116 MINOR CONCRETE (MINOR STRUCTURE) CY 800.0000 227,200.00 287.190 229,752.00 (F) 117 MINOR CONCRETE (BARRIER SLAB) CY 250.0000 992,500.00 3,970.000 992,500.00 (F) 118 RIPPED TEXTURE (REINFORCING BAR) SQFT 1.0000 128,972.00 0.000 0.00 (F) 119 DRILL AND BOND DOWEL LF 30.0000 2,700.00 87.000 2,610.00 120 RETAINING WALL STEM (TYPE 6) SQFT 15.0000 20,520.00 1,368.000 20,520.00 (F) 121 SOUND WALL SQFT 13.0000 321,542.00 24,734.000 321,542.00 (SF) 122 JOINT SEAL (TYPE B-MR 1") LF 35.0000 5,950.00 0.000 0.00 (S) 123 JOINT SEAL (TYPE B-MR 1 1/2") LF 40.0000 29,400.00 735.000 29,400.00 (S) 124 JOINT SEAL (TYPE B-MR 2") LF 45.0000 10,350.00 230.000 10,350.00 (S) 125 BAR REINFORCING STEEL LB 0.6300 103,635.00 164,462.000 103,611.06 (SF) 126 BAR REINFORCING STEEL (BRIDGE) LB 0.5500 1,197,075.00 2,176,930.000 1,197,311.50 (SF) 127 BAR REINFORCING STEEL (RETAINING WALL) LB 0.6300 311,798.97 495,119.000 311,924.97 (SF) 128 BAR REINFORCING STEEL LB 0.5500 139,724.75 254,045.000 139,724.75 (SF)(BOX CULVERT AND WINGWALL) 129 SHOTCRETE CY 300.0000 447,000.00 1,489.000 446,700.00 (F) 130 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 2.2500 42,075.00 18,700.000 42,075.00 (F) WITH WALKWAY) PROGRAM CAS145 PAGE 6 DATE 04/29/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-278614 TIME 08:54 AM ESTIMATE NO. 46 BID OPENING 11/03/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/10/02 R.E. NAME: MAHFOUD, ELIAS DATE OF THIS ESTIMATE 04/29/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 1.0000 18,700.00 18,700.000 18,700.00 (SF)WITH WALKWAY) 132 FURNISH SIGN STRUCTURE (TUBULAR) LB 2.0000 97,390.00 48,695.000 97,390.00 (F) 133 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.5000 24,347.50 48,695.000 24,347.50 (SF) 134 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 2.5000 118,260.00 50,904.000 127,260.00 (F) 135 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.5000 23,652.00 50,904.000 25,452.00 (SF) 136 FURNISH SIGN STRUCTURE (TRUSS) LB 2.0000 318,940.00 159,470.000 318,940.00 (F) 137 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3500 55,814.50 159,470.000 55,814.50 (SF) 138 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 200.0000 48,000.00 257.000 51,400.00 (S) (SIGN FOUNDATION) 139 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 250.0000 90,000.00 360.000 90,000.00 (S) (SIGN FOUNDATION) 140 48" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 500.0000 9,000.00 18.000 9,000.00 (S) (SIGN FOUNDATION) 141 METAL (RAIL MOUNTED SIGN) LB 7.0000 38,010.00 5,430.000 38,010.00 (F) 142 ROADSIDE SIGN - ONE POST EA 150.0000 40,500.00 284.000 42,600.00 143 ROADSIDE SIGN - TWO POST EA 250.0000 11,750.00 44.000 11,000.00 144 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 80.0000 8,800.00 110.000 8,800.00 METHOD) 145 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 250.0000 14,000.00 56.000 14,000.00 146 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 20.0000 2,400.00 101.330 2,026.60 147 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 200.00 2.000 200.00 EXISTING POST 148 12" ALTERNATIVE PIPE CULVERT (TYPE A) LF 25.0000 5,000.00 294.000 7,350.00 149 12" ALTERNATIVE PIPE CULVERT (TYPE B) LF 100.0000 2,600.00 0.000 0.00 150 18" ALTERNATIVE PIPE CULVERT (TYPE A) LF 30.0000 194,100.00 6,356.000 190,680.00 151 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 30.0000 90,000.00 3,042.000 91,260.00 152 24" ALTERNATIVE PIPE CULVERT (TYPE A) LF 50.0000 237,500.00 4,874.000 243,700.00 153 24" ALTERNATIVE PIPE CULVERT (TYPE B) LF 55.0000 30,800.00 550.000 30,250.00 154 30" ALTERNATIVE PIPE CULVERT LF 55.0000 92,400.00 1,670.000 91,850.00 155 36" ALTERNATIVE PIPE CULVERT LF 100.0000 3,600.00 36.000 3,600.00 156 42" ALTERNATIVE PIPE CULVERT LF 80.0000 85,600.00 997.000 79,760.00 157 48" ALTERNATIVE PIPE CULVERT LF 100.0000 74,000.00 724.000 72,400.00 PROGRAM CAS145 PAGE 7 DATE 04/29/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-278614 TIME 08:54 AM ESTIMATE NO. 46 BID OPENING 11/03/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/10/02 R.E. NAME: MAHFOUD, ELIAS DATE OF THIS ESTIMATE 04/29/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 30" CAST-IN-PLACE CONCRETE PIPE LF 75.0000 72,750.00 970.000 72,750.00 159 36" CAST-IN-PLACE CONCRETE PIPE LF 65.0000 59,150.00 904.000 58,760.00 160 42" CAST-IN-PLACE CONCRETE PIPE LF 85.0000 92,650.00 1,086.000 92,310.00 161 54" CAST-IN-PLACE CONCRETE PIPE LF 90.0000 89,100.00 989.000 89,010.00 162 18" REINFORCED CONCRETE PIPE LF 35.0000 47,600.00 1,287.000 45,045.00 163 24" REINFORCED CONCRETE PIPE LF 40.0000 91,200.00 2,352.000 94,080.00 164 30" REINFORCED CONCRETE PIPE LF 65.0000 13,650.00 212.000 13,780.00 (CLASS III, RUBBER GASKET JOINT) 165 36" REINFORCED CONCRETE PIPE LF 65.0000 116,350.00 1,888.000 122,720.00 (CLASS III, RUBBER GASKET JOINT) 166 36" REINFORCED CONCRETE PRESSURE PIPE LF 110.0000 55,000.00 505.000 55,550.00 (CLASS III, RUBBER GASKET JOINT) 167 12" REINFORCED CONCRETE PRESSURE PIPE LF 200.0000 2,800.00 14.000 2,800.00 (CLASS IV, RUBBER GASKET JOINT) 168 JACKED 24" REINFORCED CONCRETE PIPE LF 150.0000 24,000.00 193.000 28,950.00 (CLASS III, RUBBER GASKET JOINT) 169 45" X 29" OVAL SHAPED REINFORCED LF 100.0000 24,000.00 206.000 20,600.00 CONCRETE PIPE (CLASS III) 170 18" CORRUGATED STEEL PIPE (.109" THICK) LF 50.0000 78,500.00 1,566.000 78,300.00 171 12" CORRUGATED STEEL PIPE RISER LF 100.0000 2,800.00 28.000 2,800.00 (.064" THICK) 172 18" ALTERNATIVE FLARED END SECTION EA 710.0000 20,590.00 28.000 19,880.00 173 24" ALTERNATIVE FLARED END SECTION EA 800.0000 13,600.00 17.000 13,600.00 174 INSTALL 12" GATE VALVE EA 2,500.0000 2,500.00 1.000 2,500.00 175 DEBRIS RACK EA 5,000.0000 5,000.00 1.000 5,000.00 176 OUTFALL STRUCTURE EA 5,000.0000 5,000.00 1.000 5,000.00 177 JUNCTION BOX EA 1,000.0000 1,000.00 1.000 1,000.00 178 MANHOLE (TYPE 1) EA 2,000.0000 110,000.00 56.000 112,000.00 179 MANHOLE (TYPE 2) EA 3,000.0000 21,000.00 8.000 24,000.00 180 MANHOLE (TYPE 3) EA 3,000.0000 42,000.00 14.000 42,000.00 181 4" ALTERNATIVE SEWER PIPE LF 100.0000 1,700.00 17.000 1,700.00 (S) 182 6" ALTERNATIVE SEWER PIPE LF 100.0000 2,100.00 54.000 5,400.00 (S) 183 8" ALTERNATIVE SEWER PIPE LF 100.0000 3,700.00 40.000 4,000.00 (S) 184 12" ALTERNATIVE SEWER PIPE LF 50.0000 43,500.00 865.000 43,250.00 (S) PROGRAM CAS145 PAGE 8 DATE 04/29/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-278614 TIME 08:54 AM ESTIMATE NO. 46 BID OPENING 11/03/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/10/02 R.E. NAME: MAHFOUD, ELIAS DATE OF THIS ESTIMATE 04/29/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 18" ALTERNATIVE SEWER PIPE LF 100.0000 8,400.00 84.000 8,400.00 (S) 186 30" ALTERNATIVE SEWER PIPE LF 57.0000 392,730.00 6,903.000 393,471.00 (S) 187 JACKED WELDED STEEL PIPE (SEWER) LF 400.0000 156,000.00 382.000 152,800.00 (S) 188 30" REINFORCED CONCRETE SEWER PIPE LF 85.0000 22,950.00 262.000 22,270.00 (S) (RUBBER GASKET JOINT; PLASTIC LINED) 189 48" PRECAST CONCRETE PIPE SEWER MANHOLE EA 5,000.0000 15,000.00 3.000 15,000.00 (S) 190 60" PRECAST CONCRETE PIPE SEWER MANHOLE EA 2,500.0000 42,500.00 18.000 45,000.00 (S) 191 72" PRECAST CONCRETE PIPE SEWER EA 7,500.0000 15,000.00 2.000 15,000.00 (S) MANHOLE 192 ROCK SLOPE PROTECTION CY 100.0000 5,400.00 58.410 5,841.00 (BACKING NO. 2, METHOD B) 193 SLOPE PAVING (CONCRETE) CY 300.0000 60,000.00 200.000 60,000.00 (F) 194 SLOPE PAVING (RIVER ROCK COBBLES) SQFT 5.0000 38,100.00 7,620.000 38,100.00 (F) 195 GEOMEMBRANE SQYD 0.5000 1,310.00 4,907.100 2,453.55 196 GEOTEXTILE CUSHION FABRIC SQYD 0.5000 2,620.00 9,814.200 4,907.10 197 MINOR CONCRETE (MISCELLANEOUS CY 215.0000 913,750.00 3,816.400 820,526.00 CONSTRUCTION) 198 MINOR CONCRETE (COBBLE STONE PAVING) SQFT 6.0000 113,400.00 17,816.740 106,900.44 199 PUMPING PLANT EQUIPMENT (LOCATION A) LS 75,000.0000 75,000.00 1.000 75,000.00 (S) 200 PUMPING PLANT EQUIPMENT (LOCATION B) LS 75,000.0000 75,000.00 1.000 75,000.00 (S) 201 PUMPING PLANT ELECTRICAL EQUIPMENT LS 100,000.0000 100,000.00 1.000 100,000.00 (S) (LOCATION A) 202 PUMPING PLANT ELECTRICAL EQUIPMENT LS 100,000.0000 100,000.00 1.000 100,000.00 (S) (LOCATION B) 203 MISCELLANEOUS IRON AND STEEL LB 1.0000 9,570.00 10,005.000 10,005.00 (SF)(SEWER SYSTEM) 204 MANHOLE FRAME AND COVER EA 500.0000 32,500.00 66.000 33,000.00 (S) 205 MANHOLE FRAME AND GRATE EA 500.0000 7,000.00 14.000 7,000.00 (S) 206 INLET FRAME AND GRATE EA 250.0000 50,000.00 193.000 48,250.00 (S) 207 MISCELLANEOUS METAL (BRIDGE) LB 3.5000 57,400.00 6,500.000 22,750.00 (SF) 208 PUMPING PLANT METAL WORK (LOCATION A) LB 6.0000 45,300.00 7,550.000 45,300.00 (SF) 209 PUMPING PLANT METAL WORK (LOCATION B) LB 6.0000 44,160.00 7,360.000 44,160.00 (SF) 210 FENCE (TYPE WM, METAL POST) LF 3.0000 53,400.00 17,338.200 52,014.60 (S) 211 CHAIN LINK FENCE (TYPE CL-6) LF 7.0000 140,000.00 18,727.800 131,094.60 (S) PROGRAM CAS145 PAGE 9 DATE 04/29/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-278614 TIME 08:54 AM ESTIMATE NO. 46 BID OPENING 11/03/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/10/02 R.E. NAME: MAHFOUD, ELIAS DATE OF THIS ESTIMATE 04/29/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 16' WIRE MESH GATE EA 300.0000 2,400.00 8.000 2,400.00 (S) 213 6' CHAIN LINK GATE (TYPE CL-6) EA 250.0000 4,500.00 16.000 4,000.00 (S) 214 8' CHAIN LINK GATE (TYPE CL-6) EA 300.0000 1,200.00 4.000 1,200.00 (S) 215 10' CHAIN LINK GATE (TYPE CL-6) EA 350.0000 700.00 2.000 700.00 (S) 216 20' CHAIN LINK GATE (TYPE CL-6) EA 500.0000 3,000.00 5.000 2,500.00 (S) 217 SURVEY MONUMENT EA 400.0000 16,800.00 32.000 12,800.00 (S) 218 CONCRETE BARRIER DELINEATOR EA 100.0000 2,200.00 24.000 2,400.00 219 DELINEATOR (CLASS 1) EA 30.0000 8,100.00 269.000 8,070.00 220 MILEPOST MARKER EA 30.0000 780.00 24.000 720.00 221 OBJECT MARKER (TYPE K-1) EA 30.0000 540.00 22.000 660.00 222 OBJECT MARKER (TYPE L-1) EA 30.0000 660.00 21.000 630.00 223 METAL BEAM GUARD RAILING (WOOD POST) LF 15.0000 81,000.00 5,646.500 84,697.50 (S) 224 SAFETY RAILING LF 30.0000 3,300.00 102.300 3,069.00 (S) 225 CHAIN LINK RAILING (TYPE 7) LF 23.0000 211,577.00 9,617.000 221,191.00 (SF) 226 CHAIN LINK RAILING (RETAINING WALL) LF 35.0000 4,200.00 157.000 5,495.00 227 TIMBER BARRICADE EA 100.0000 200.00 2.000 200.00 228 PEDESTRIAN BARRICADE EA 50.0000 1,250.00 28.000 1,400.00 229 CONCRETE BARRIER (TYPE 25) LF 42.0000 43,554.00 1,037.000 43,554.00 (F) 230 CONCRETE BARRIER (TYPE 25 MODIFIED) LF 42.0000 362,964.00 8,642.000 362,964.00 (F) 231 CONCRETE BARRIER (TYPE 26) LF 55.0000 113,520.00 2,064.000 113,520.00 (F) 232 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 55.0000 2,860.00 55.000 3,025.00 (F) 233 SINGLE THRIE BEAM BARRIER (WOOD POST) LF 16.0000 387,200.00 24,425.000 390,800.00 (S) 234 DOUBLE THRIE BEAM BARRIER (WOOD POST) LF 25.0000 18,250.00 677.000 16,925.00 (S) 235 CONCRETE BARRIER (TYPE 50C) LF 135.0000 70,335.00 1,021.000 137,835.00 (F) 236 CONCRETE BARRIER (TYPE 50D) LF 20.0000 64,280.00 3,414.000 68,280.00 (F) 237 CONCRETE BARRIER (TYPE 50E) LF 110.0000 12,100.00 104.000 11,440.00 238 CABLE RAILING LF 15.0000 3,750.00 242.000 3,630.00 (S) PROGRAM CAS145 PAGE 10 DATE 04/29/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-278614 TIME 08:54 AM ESTIMATE NO. 46 BID OPENING 11/03/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/10/02 R.E. NAME: MAHFOUD, ELIAS DATE OF THIS ESTIMATE 04/29/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 CABLE ANCHOR ASSEMBLY EA 550.0000 6,050.00 10.000 5,500.00 (S) 240 CABLE ANCHOR ASSEMBLY EA 600.0000 9,600.00 16.000 9,600.00 (S) (BREAKAWAY, TYPE B) 241 RETURN SECTION (THRIE BEAM BARRIER) EA 150.0000 300.00 2.000 300.00 (S) 242 TERMINAL CONNECTOR (THRIE BEAM BARRIER) EA 200.0000 200.00 1.000 200.00 (S) 243 TERMINAL SECTION (TYPE B) EA 120.0000 360.00 5.000 600.00 (S) 244 END SECTION EA 120.0000 600.00 4.000 480.00 (S) 245 TERMINAL SYSTEM (TYPE SRT) EA 300.0000 6,600.00 21.000 6,300.00 (S) 246 RETURN SECTION EA 100.0000 900.00 8.000 800.00 (S) 247 CRASH CUSHION, SAND FILLED EA 3,500.0000 17,500.00 7.364 25,774.00 (S) 248 THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 31,600.00 20,216.000 40,432.00 (S) 249 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) LF 0.2000 38,000.00 189,169.000 37,833.80 (S) 250 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1000 5,890.00 80,648.500 8,064.85 (S) 251 PAINT PAVEMENT MARKING (2-COAT) SQFT 1.0000 7,910.00 8,763.750 8,763.75 (S) 252 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 3,810.00 3,593.000 3,593.00 (S) 253 PAVEMENT MARKER (REFLECTIVE) EA 2.5000 17,275.00 6,382.000 15,955.00 (S) 254 SIGNAL AND LIGHTING LS 40,000.0000 40,000.00 1.000 40,000.00 (S) (TEMPORARY LOCATION 1) 255 SIGNAL AND LIGHTING (TEMPORARY LS 30,000.0000 30,000.00 1.000 30,000.00 (S) LOCATION 2) 256 SIGNAL AND LIGHTING LS 30,000.0000 30,000.00 1.000 30,000.00 (S) (TEMPORARY LOCATION 3) 257 SIGNAL AND LIGHTING LS 30,000.0000 30,000.00 1.000 30,000.00 (S) (TEMPORARY LOCATION 4) 258 SIGNAL AND LIGHTING LS 30,000.0000 30,000.00 1.000 30,000.00 (S) (TEMPORARY LOCATION 5) 259 SIGNAL AND LIGHTING LS 30,000.0000 30,000.00 1.000 30,000.00 (S) (TEMPORARY LOCATION 6) 260 SIGNAL AND LIGHTING LS 30,000.0000 30,000.00 1.000 30,000.00 (S) (TEMPORARY LOCATION 7) 261 SIGNAL AND LIGHTING (LOCATION 1) LS 50,000.0000 50,000.00 1.000 50,000.00 (S) 262 SIGNAL AND LIGHTING (LOCATION 2) LS 50,000.0000 50,000.00 1.000 50,000.00 (S) 263 SIGNAL AND LIGHTING (LOCATION 3) LS 50,000.0000 50,000.00 1.000 50,000.00 (S) 264 SIGNAL AND LIGHTING (LOCATION 4) LS 50,000.0000 50,000.00 1.000 50,000.00 (S) 265 SIGNAL AND LIGHTING (LOCATION 5) LS 50,000.0000 50,000.00 1.000 50,000.00 (S) PROGRAM CAS145 PAGE 11 DATE 04/29/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-278614 TIME 08:54 AM ESTIMATE NO. 46 BID OPENING 11/03/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/10/02 R.E. NAME: MAHFOUD, ELIAS DATE OF THIS ESTIMATE 04/29/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 266 SIGNAL AND LIGHTING (LOCATION 6) LS 50,000.0000 50,000.00 1.000 50,000.00 (S) 267 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 100,000.0000 100,000.00 1.000 100,000.00 (S) (LOCATION A) 268 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 100,000.0000 100,000.00 1.000 100,000.00 (S) (LOCATION B) 269 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 80,000.0000 80,000.00 1.000 80,000.00 (S) (LOCATION C) 270 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 80,000.0000 80,000.00 1.000 80,000.00 (S) (LOCATION D) 271 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 90,000.0000 90,000.00 1.000 90,000.00 (S) (LOCATION E) 272 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 80,000.0000 80,000.00 1.000 80,000.00 (S) (LOCATION F) 273 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 100,000.0000 100,000.00 1.000 100,000.00 (S) (LOCATION G) 274 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 100,000.0000 100,000.00 1.000 100,000.00 (S) (LOCATION H) 275 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 90,000.0000 90,000.00 1.000 90,000.00 (S) (LOCATION I) 276 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 90,000.0000 90,000.00 1.000 90,000.00 (S) (LOCATION J) 277 LIGHTING (CITY STREET) LS 100,000.0000 100,000.00 1.000 100,000.00 (S) 278 LIGHTING AND SIGN ILLUMINATION LS 300,000.0000 300,000.00 1.000 300,000.00 (S) 279 CHANGEABLE MESSAGE SIGN SYSTEM LS 14,000.0000 14,000.00 1.000 14,000.00 (S) 280 INTERCONNECTION CONDUIT AND CONDUCTOR LS 80,000.0000 80,000.00 1.000 80,000.00 (S) 281 MODIFY TRAFFIC MONITORING STATION LS 15,000.0000 15,000.00 1.000 15,000.00 (S) 282 TRAFFIC MONITORING STATION (COUNT) LS 20,000.0000 20,000.00 1.000 20,000.00 (S) 283 TRAFFIC MONITORING STATION (LOCATION 1) LS 20,000.0000 20,000.00 1.000 20,000.00 (S) 284 TRAFFIC MONITORING STATION (LOCATION 2) LS 20,000.0000 20,000.00 1.000 20,000.00 (S) 285 TRAFFIC MONITORING STATION (LOCATION 3) LS 20,000.0000 20,000.00 1.000 20,000.00 (S) 286 TRAFFIC MONITORING STATION (LOCATION 4) LS 20,000.0000 20,000.00 1.000 20,000.00 (S) 287 TRAFFIC MONITORING STATION (LOCATION 5) LS 40,000.0000 40,000.00 1.000 40,000.00 (S) 288 CLOSED CIRCUIT TELEVISION SYSTEM LS 60,000.0000 60,000.00 1.000 60,000.00 (S) 289 REMOVE EXISTING SIGNAL AND LIGHTING LS 20,000.0000 20,000.00 1.000 20,000.00 (S) (LOCATION 7) 290 REMOVE EXISTING SIGNAL AND LIGHTING LS 20,000.0000 20,000.00 1.000 20,000.00 (S) (LOCATION 8) 291 REMOVE EXISTING SIGNAL AND LIGHTING LS 20,000.0000 20,000.00 1.000 20,000.00 (S) (LOCATION 9) PROGRAM CAS145 PAGE 12 DATE 04/29/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-278614 TIME 08:54 AM ESTIMATE NO. 46 BID OPENING 11/03/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/10/02 R.E. NAME: MAHFOUD, ELIAS DATE OF THIS ESTIMATE 04/29/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 34,911,159.46 ADJUSTMENT OF COMPENSATION 696,819.30 1,647,617.35 EXTRA WORK -1,117.59 3,094,071.06 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 695,701.71 39,652,847.87 292 MOBILIZATION LS 3900,000.0000 3,900,000.00 1.000 3,900,000.00 ORIGINAL CONTRACT AMOUNT 39,561,791.72 TOTAL WORK COMPLETED 695,701.71 43,552,847.87 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -411,212.25 TOTAL 695,701.71 43,141,635.62 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 12/04/98 580 12/09/98 12/21/98 01/10/02 690 73 22 1 100% 100% MAHFOUD, ELIAS RESIDENT ENGINEER PROGRAM CAS145 DATE 04/29/03