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 05/23/03 EST. NO.36 TIME 01:58 PM R.E. NAME: ABDALLA A. NAAS 05-016174 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0012 15,899.06 E.W. @ F.A.(+) 080800 N 013-L4 009 0017 512.81 E.W. @ F.A.(+) 051401 N 017-L4 020 0028 3,194.08 E.W. @ F.A.(+) 071802 N 08A-L4 0031 3,544.33 071902 N 11A-L4 0032 3,335.66 072202 N 12A-L4 024 0130 6,516.84 E.W. @ F.A.(+) 071802 N 09A-L4 037 0003 4,464.00 E.W. @ F.A.(+) 060502 N 003-L4 0007 3,317.13 061102 N 07A-L4 0038 1,805.96 080102 N 018-L4 42,589.87 TOTAL THIS ESTIMATE 1,090,489.90 TOTAL PREVIOUS ESTIMATE 1,133,079.77 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 05/23/03 EST. NO.36 TIME 01:58 PM R.E. NAME: ABDALLA A. NAAS 05-016174 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE QC/QA CR TO STATE -13,995.34 26 SURVEY RESTAKING -200.00 27 SWAPP NONCOMPLIANCE -17,660.90 27 RELEASE SWPPP NC 17,660.90 28 ANT LQ 40 DYS@1200/D -48,000.00 29 AC DEDUCT $2.00/TONN -4,969.73 30 SURVEY RESTAKING -1,500.00 30 SWPPP NON COMPLIANCE -27,087.03 30 ANT LQ 45D@$1200/DAY -54,000.00 32 CREDIT AC-2.00/TONNE -14,621.67 32 REL SWPPP DEDCTN 10% 27,087.03 32 ANT LQ 36D @$1200/DY -43,200.00 33 CREDIT FOR QCQA-AC -513.10 33 ANT LQ 36D@1200/DAY -43,200.00 34 CPM DEDUCT RETENT25% -19,841.63 34 LATE CPMS -25% RETNT -68,859.11 35 RELEASE CPM RETENTN 88,700.74 36 88,700.74 -224,199.84 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 03 MISSING PAYROLLS -10,000.00 06 MISS PYRY'S -10,000.00 11 MISS PYRL'S -10,000.00 12 MISS P/R'S RCV'D 20,000.00 17 MISS PYRL'S RCV'D 20,000.00 19 MISS PYRL'S -7,596.31 19 REC'D PAYROLLS 7,596.31 25 0.00 0.00 LIQUIDATED DAMAGES 41 DAYS LIQ DAMAGES -49,200.00 27 40 DAYS @ $1200/DAY -48,000.00 30 0.00 -97,200.00 TOTAL DEDUCTIONS 88,700.74 -321,399.84 PROGRAM CAS145 PAGE 1 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-016174 TIME 01:58 PM ESTIMATE NO. 36 BID OPENING 04/25/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/03 R.E. NAME: ABDALLA A. NAAS DATE OF THIS ESTIMATE 05/23/03 LOCATION PROGRESS ESTIMATE 05-MON-101-96.1/ .0 ----------------- PAVEX CONSTRUCTION DIVISION IN MONTEREY COUNTY NEAR SALINAS 330 BLOMQUIST STREET FROM 0.3 KM NORTH OF ROUTE 101/156 REDWOOD CITY CA 94063 SEPARATION TO 2.4 KM NORTH OF ROUTE 101/156 SEPARATION FED. AID NO. ACNH-P101(930)E CONSTRUCT INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 TEMPORARY CRASH CUSHION EA 8,700.0000 34,800.00 4.000 34,800.00 (S) (ADIEM 350) 002 PROGRESS SCHEDULE (CRITICAL PATH) LS 15,000.0000 15,000.00 0.800 12,000.00 003 TEMPORARY FENCE (TYPE ESA) M 10.0000 8,000.00 430.000 4,300.00 (S) 004 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 1.000 5,000.00 PLAN 005 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 1.000 50,000.00 006 TURBIDITY METER LS 2,500.0000 2,500.00 1.000 2,500.00 007 TEMPORARY SILT FENCE M 15.0000 4,500.00 3,065.000 45,975.00 008 TEMPORARY STRAW BALE EA 20.0000 20,600.00 885.000 17,700.00 009 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 0.800 32,000.00 (S) 010 TRAFFIC CONTROL SYSTEM LS 80,000.0000 80,000.00 1.000 80,000.00 (S) 011 FLASHING ARROW SIGN EA 10,000.0000 50,000.00 0.000 0.00 (S) 012 TYPE III BARRICADE EA 150.0000 4,500.00 21.000 3,150.00 (S) 013 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 64,500.00 13,347.000 66,735.00 (S) 014 TEMPORARY PAVEMENT MARKING (TAPE) M2 90.0000 7,110.00 64.250 5,782.50 (S) 015 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 14,100.00 123.000 3,690.00 (S) 016 TEMPORARY PAVEMENT MARKER EA 5.0000 11,700.00 1,393.000 6,965.00 (S) 017 PORTABLE CHANGEABLE MESSAGE SIGN LS 30,000.0000 30,000.00 1.000 30,000.00 (S) 018 TEMPORARY RAILING (TYPE K) M 40.0000 215,200.00 2,917.720 116,708.80 019 TEMPORARY CRASH CUSHION MODULE EA 250.0000 47,500.00 121.000 30,250.00 (S) 020 TEMPORARY TRAFFIC SCREEN M 35.0000 5,950.00 146.304 5,120.64 021 ABANDON INLET EA 600.0000 600.00 0.000 0.00 022 ABANDON PIPE EA 500.0000 1,000.00 1.000 500.00 PROGRAM CAS145 PAGE 2 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-016174 TIME 01:58 PM ESTIMATE NO. 36 BID OPENING 04/25/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/03 R.E. NAME: ABDALLA A. NAAS DATE OF THIS ESTIMATE 05/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE FENCE M 25.0000 57,250.00 2,290.000 57,250.00 024 REMOVE FLARED END SECTION EA 350.0000 350.00 1.000 350.00 025 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.7000 4,811.00 5,023.000 8,539.10 026 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 36.0000 1,764.00 100.860 3,630.96 027 REMOVE PAVEMENT MARKER EA 1.0000 850.00 1,184.000 1,184.00 028 REMOVE ROADSIDE SIGN EA 75.0000 1,050.00 4.000 300.00 029 REMOVE ASPHALT CONCRETE DIKE M 30.0000 1,200.00 39.200 1,176.00 030 REMOVE PIPE M 50.0000 13,000.00 110.000 5,500.00 031 REMOVE INLET EA 500.0000 3,000.00 5.000 2,500.00 032 REMOVE HEADWALL EA 1,500.0000 4,500.00 2.000 3,000.00 033 REMOVE MANHOLE EA 600.0000 600.00 1.000 600.00 034 REMOVE RETAINING WALL (PORTION) LS 2,000.0000 2,000.00 1.000 2,000.00 035 REMOVE RETAINING WALL (WOOD) M2 10.0000 1,400.00 140.000 1,400.00 036 RECONSTRUCT METAL BEAM GUARD RAILING M 100.0000 44,000.00 440.000 44,000.00 (S) 037 RESET MAILBOX (CENTRALIZED BOX) EA 1,500.0000 1,500.00 1.000 1,500.00 1.000 1,500.00 038 RESET ROADSIDE SIGN EA 125.0000 1,250.00 2.000 250.00 039 MODIFY CRASH CUSHION EA 7,500.0000 7,500.00 0.000 0.00 040 ADJUST INLET EA 2,500.0000 7,500.00 2.000 5,000.00 041 ADJUST MANHOLE TO GRADE EA 500.0000 500.00 1.000 500.00 042 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.5900 8,029.00 3,100.000 8,029.00 (S) (25 MM MAXIMUM) 043 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 17,880.00 4,470.000 17,880.00 (S) (35 MM MAXIMUM) 044 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.0000 12,960.00 4,536.000 27,216.00 (S) (60 MM MAXIMUM) 045 REMOVE CONCRETE (CURB AND GUTTER) M3 65.0000 1,495.00 25.580 1,662.70 046 REMOVE CONCRETE SIDEWALK M3 120.0000 2,880.00 12.840 1,540.80 047 REMOVE CONCRETE BARRIER (TYPE 50) M 60.0000 64,800.00 835.000 50,100.00 048 REMOVE CRASH CUSHION (QUADGUARD) EA 2,500.0000 5,000.00 2.000 5,000.00 049 CLEARING AND GRUBBING LS 45,000.0000 45,000.00 1.000 45,000.00 PROGRAM CAS145 PAGE 3 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-016174 TIME 01:58 PM ESTIMATE NO. 36 BID OPENING 04/25/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/03 R.E. NAME: ABDALLA A. NAAS DATE OF THIS ESTIMATE 05/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 DEVELOP WATER SUPPLY LS 14,000.0000 14,000.00 1.000 14,000.00 051 ROADWAY EXCAVATION M3 8.5500 1,496,250.00 174,259.000 1,489,914.45 052 CONTAMINATED MATERIAL DISPOSAL TONN 60.0000 59,400.00 1,532.420 91,945.20 (S) 053 CONTAMINATED MATERIAL LS 40,000.0000 40,000.00 1.000 40,000.00 MONITORING 054 STRUCTURE EXCAVATION (BRIDGE) M3 75.0000 19,875.00 265.000 19,875.00 (F) 055 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 75.0000 18,750.00 250.000 18,750.00 (F) 056 STRUCTURE BACKFILL (BRIDGE) M3 65.0000 10,725.00 165.000 10,725.00 (F) 057 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 65.0000 4,095.00 63.000 4,095.00 (F) 058 19 MM CRUSHED ROCK M3 65.0000 6,825.00 105.000 6,825.00 (F) 059 SAND BACKFILL M3 35.0000 525.00 0.000 0.00 (F) 060 LEAN CONCRETE BACKFILL M3 85.0000 1,445.00 17.000 1,445.00 (F) 061 EARTH RETAINING STRUCTURE, LOCATION A M2 650.0000 152,750.00 235.000 152,750.00 (F) 062 EARTH RETAINING STRUCTURE, LOCATION B M2 650.0000 247,000.00 380.000 247,000.00 (F) 063 EARTH RETAINING STRUCTURE, LOCATION C M2 650.0000 78,000.00 120.000 78,000.00 (F) 064 HIGHWAY PLANTING LS 50,000.0000 50,000.00 1.000 50,000.00 (S) 065 EROSION CONTROL BLANKET (TYPE 1) M2 7.2500 35,525.00 2,727.700 19,775.83 (S) 066 EROSION CONTROL BLANKET (TYPE 2) M2 2.6500 34,980.00 6,394.000 16,944.10 (S) 067 STRAW (EROSION CONTROL) TONN 770.0000 6,160.00 0.470 361.90 (S) 068 FIBER (EROSION CONTROL) KG 0.9000 7,830.00 535.000 481.50 (S) 069 PURE LIVE SEED (EROSION CONTROL) KG 125.0000 20,000.00 12.900 1,612.50 (S) 070 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 3.2500 1,820.00 51.100 166.08 (S) 071 STABILIZING EMULSION (EROSION CONTROL) KG 6.0000 3,420.00 67.700 406.20 (S) 072 PLANT ESTABLISHMENT WORK LS 50,000.0000 50,000.00 0.050 2,500.00 (S) 073 IRRIGATION SYSTEM LS 80,000.0000 80,000.00 1.000 80,000.00 (S) 074 NPS 3 SUPPLY LINE (BRIDGE) M 60.0000 4,500.00 75.000 4,500.00 (SF) 075 WELL DRILLING PERMIT LS 1,000.0000 1,000.00 1.000 1,000.00 076 250 MM CORRUGATED HIGH DENSITY M 213.0000 11,502.00 54.000 11,502.00 (S) POLYETHYLENE PIPE CONDUIT PROGRAM CAS145 PAGE 4 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-016174 TIME 01:58 PM ESTIMATE NO. 36 BID OPENING 04/25/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/03 R.E. NAME: ABDALLA A. NAAS DATE OF THIS ESTIMATE 05/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 FINISHING ROADWAY LS 5,000.0000 5,000.00 1.000 5,000.00 078 CLASS 2 AGGREGATE BASE M3 50.0000 169,000.00 3,051.370 152,568.50 079 ASPHALT CONCRETE TONN 44.0000 827,200.00 19,327.715 850,419.46 080 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 12.4000 16,988.00 1,954.110 24,230.96 AREA) 081 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.0000 3,450.00 1,000.850 3,002.55 082 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 7.0000 644.00 71.000 497.00 083 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.0000 4,620.00 1,478.000 4,434.00 084 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 6.4000 1,728.00 220.000 1,408.00 085 ASPHALTIC EMULSION (PAINT BINDER) TONN 800.0000 20,800.00 25.226 20,180.80 086 STEEL SOLDIER PILE (HP 310 X 94) M 75.0000 12,300.00 164.060 12,304.50 (SF) 087 600 MM DRILLED HOLE M 75.0000 13,050.00 174.000 13,050.00 (SF) 088 FURNISH PILING (CLASS 625) M 75.0000 31,125.00 377.620 28,321.50 (ALT "W") 089 DRIVE PILE (CLASS 625) EA 1,000.0000 34,000.00 34.000 34,000.00 (S) (ALT "W") 090 FURNISH PILING (CLASS 900) M 150.0000 24,600.00 164.000 24,600.00 (ALT "W") 091 DRIVE PILE (CLASS 900) EA 2,500.0000 30,000.00 12.000 30,000.00 (S) (ALT "W") 092 PRESTRESSING CAST-IN-PLACE CONCRETE LS 30,000.0000 30,000.00 1.000 30,000.00 (S) 093 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 25,000.00 50.000 25,000.00 (F) 094 STRUCTURAL CONCRETE, BRIDGE M3 600.0000 342,000.00 570.000 342,000.00 (F) 095 CLASS 3 CONCRETE M3 85.0000 2,550.00 30.000 2,550.00 (F) 096 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 25,000.00 21.760 21,760.00 (F) 097 MINOR CONCRETE (BACKFILL) M3 100.0000 1,600.00 4.500 450.00 (F) 098 MINOR CONCRETE (HEADWALL) M3 2,000.0000 4,200.00 0.000 0.00 (F) 099 FRACTURED GRANITE TEXTURE M2 95.0000 20,425.00 215.000 20,425.00 (F) 100 SOLDIER PILE WALL WITH KEYSTONE M2 100.0000 11,800.00 118.000 11,800.00 (F) BLOCK 101 REINFORCED KEYSTONE WALL M2 100.0000 7,900.00 79.000 7,900.00 (F) 102 GRAVITY KEYSTONE WALL M2 100.0000 4,400.00 44.000 4,400.00 (F) 103 JOINT SEAL (MR 40 MM) M 100.0000 1,400.00 14.000 1,400.00 (S) PROGRAM CAS145 PAGE 5 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-016174 TIME 01:58 PM ESTIMATE NO. 36 BID OPENING 04/25/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/03 R.E. NAME: ABDALLA A. NAAS DATE OF THIS ESTIMATE 05/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 JOINT SEAL (MR 50 MM) M 200.0000 2,800.00 14.000 2,800.00 (S) 105 BAR REINFORCING STEEL (BRIDGE) KG 1.3000 86,450.00 66,500.000 86,450.00 (SF) 106 FURNISH SIGN STRUCTURE (TRUSS) KG 3.5000 16,380.00 4,680.000 16,380.00 (F) 107 INSTALL SIGN STRUCTURE (TRUSS) KG 2.0000 9,360.00 4,680.000 9,360.00 (F) 108 760 MM CAST-IN-DRILLED-HOLE M 1,000.0000 8,000.00 8.000 8,000.00 (S) CONCRETE PILE (SIGN FOUNDATION) 109 ROADSIDE SIGN - ONE POST EA 175.0000 4,725.00 27.000 4,725.00 110 ROADSIDE SIGN - TWO POST EA 525.0000 2,625.00 5.000 2,625.00 111 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 75.0000 450.00 0.000 0.00 METHOD) 112 TIMBER LAGGING M3 1,000.0000 8,000.00 8.000 8,000.00 113 CLEAN AND PAINT STEEL SOLDIER PILE LS 5,000.0000 5,000.00 1.000 5,000.00 (S) 114 300 MM ALTERNATIVE PIPE CULVERT M 80.0000 3,120.00 20.000 1,600.00 115 450 MM ALTERNATIVE PIPE CULVERT M 100.0000 37,000.00 401.600 40,160.00 116 600 MM ALTERNATIVE PIPE CULVERT M 140.0000 19,600.00 166.500 23,310.00 117 1050 MM ALTERNATIVE PIPE CULVERT M 240.0000 43,200.00 148.000 35,520.00 118 750 MM REINFORCED CONCRETE PIPE M 180.0000 1,440.00 0.000 0.00 119 1050 MM REINFORCED CONCRETE PIPE M 245.0000 44,100.00 191.000 46,795.00 120 1200 MM REINFORCED CONCRETE PIPE M 281.0000 15,174.00 54.000 15,174.00 121 JACKED 750 MM REINFORCED CONCRETE PIPE M 1,300.0000 46,800.00 36.000 46,800.00 (CLASS III) 122 600 MM CORRUGATED STEEL PIPE M 442.0000 3,094.00 7.000 3,094.00 (1.63 MM THICK) 123 900 MM CORRUGATED STEEL PIPE M 2,100.0000 2,100.00 1.000 2,100.00 (1.63 MM THICK) 124 300 MM SLOTTED CORRUGATED STEEL PIPE M 530.0000 2,120.00 4.000 2,120.00 (1.63 MM THICK) 125 GEOSYNTHETIC EMBANKMENT M2 6.0000 24,660.00 3,939.600 23,637.60 REINFORCEMENT 126 CLASS 3 PERMEABLE MATERIAL M3 50.0000 6,500.00 59.716 2,985.80 127 450 MM ENTRANCE TAPER EA 135.0000 135.00 1.000 135.00 128 ANCHOR ASSEMBLY EA 280.0000 3,080.00 0.000 0.00 129 450 MM ALTERNATIVE PIPE DOWNDRAIN M 240.0000 9,840.00 12.800 3,072.00 130 450 MM STEEL FLARED END SECTION EA 46.0000 184.00 4.000 184.00 PROGRAM CAS145 PAGE 6 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-016174 TIME 01:58 PM ESTIMATE NO. 36 BID OPENING 04/25/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/03 R.E. NAME: ABDALLA A. NAAS DATE OF THIS ESTIMATE 05/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 600 MM STEEL FLARED END SECTION EA 80.0000 80.00 1.000 80.00 132 750 MM STEEL FLARED END SECTION EA 175.0000 175.00 0.000 0.00 133 1050 MM STEEL FLARED END SECTION EA 400.0000 800.00 2.000 800.00 134 1200 MM STEEL FLARED END SECTION EA 480.0000 480.00 1.000 480.00 135 900 MM PRECAST CONCRETE PIPE INLET M 750.0000 7,500.00 9.000 6,750.00 136 MANHOLE EA 2,900.0000 2,900.00 1.000 2,900.00 (S) 137 SLOPE PAVING (CONCRETE) M3 500.0000 17,000.00 34.000 17,000.00 (F) 138 FILTER FABRIC M2 5.0000 750.00 150.000 750.00 139 MINOR CONCRETE (MISCELLANEOUS M3 600.0000 6,600.00 9.500 5,700.00 CONSTRUCTION) 140 MINOR CONCRETE (GUTTER) M 50.0000 3,250.00 65.000 3,250.00 (F) 141 MISCELLANEOUS IRON AND STEEL KG 2.0000 6,316.00 1,546.000 3,092.00 (SF) 142 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 1,550.00 310.000 1,550.00 (SF) 143 WELL DEVELOPMENT LS 8,400.0000 8,400.00 1.000 8,400.00 (S) 144 TESTING WELL LS 6,400.0000 6,400.00 1.000 6,400.00 145 DRILL PILOT HOLE M 60.0000 6,000.00 100.000 6,000.00 146 REAM FOR CONDUCTOR CASING M 40.0000 640.00 0.000 0.00 147 REAMING WATER WELL M 33.0000 3,300.00 107.000 3,531.00 148 400 MM DIAMETER CONDUCTOR CASING M 185.0000 2,960.00 42.000 7,770.00 149 NEW WELL PUMP AND ELECTRICAL SYSTEM LS 20,000.0000 20,000.00 1.000 20,000.00 150 MODIFYING EXISTING WELL PUMP AND LS 5,000.0000 5,000.00 1.000 5,000.00 ELECTRICAL SYSTEM 151 150 MM DIAMETER STAINLESS STEEL M 270.0000 3,240.00 7.780 2,100.60 WELL SCREEN SPIRAL WRAP 152 150 MM DIAMETER BLANK WELL CASING M 90.0000 7,920.00 46.670 4,200.30 153 WATER SUPPLY SYSTEM LS 10,000.0000 10,000.00 1.000 10,000.00 154 MOBILIZATION, DEMOBILIZATION, LS 1,500.0000 1,500.00 1.000 1,500.00 AND FINAL CLEANUP 155 FENCE (TYPE BW, 5 STRAND, METAL POST) M 9.8400 15,252.00 1,550.000 15,252.00 (S) 156 CHAIN LINK FENCE (TYPE CL-0.9, M 23.0000 2,737.00 119.000 2,737.00 (SF)VINYL-CLAD) 157 CHAIN LINK FENCE (TYPE CL-1.2, M 23.0000 1,610.00 70.000 1,610.00 (SF)VINYL-CLAD) PROGRAM CAS145 PAGE 7 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-016174 TIME 01:58 PM ESTIMATE NO. 36 BID OPENING 04/25/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/03 R.E. NAME: ABDALLA A. NAAS DATE OF THIS ESTIMATE 05/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 CHAIN LINK FENCE (TYPE CL-1.8, M 65.0000 35,100.00 540.000 35,100.00 (S) VINYL-CLAD) 159 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,200.0000 1,200.00 0.000 0.00 (S) 160 DELINEATOR (CLASS 1) EA 30.0000 1,650.00 30.000 900.00 161 OBJECT MARKER (TYPE L) EA 35.0000 70.00 3.000 105.00 162 METAL BEAM GUARD RAILING (WOOD POST) M 75.0000 27,000.00 371.020 27,826.50 (S) 163 CONCRETE BARRIER (TYPE 25A) M 1.0000 290.00 0.000 0.00 164 CONCRETE BARRIER (TYPE 25B) M 270.0000 6,210.00 21.560 5,821.20 165 CONCRETE BARRIER (TYPE 27A MODIFIED) M 150.0000 40,200.00 268.000 40,200.00 (F) 166 CONCRETE BARRIER (TYPE 27B) M 280.0000 3,640.00 13.000 3,640.00 (F) 167 CONCRETE BARRIER (TYPE 27 MODIFIED) M 150.0000 21,300.00 142.000 21,300.00 (F) 168 CONCRETE BARRIER (TYPE 50C) M 126.0000 146,160.00 1,041.000 131,166.00 169 CONCRETE BARRIER (TYPE 50D) M 134.0000 8,710.00 0.000 0.00 170 CONCRETE BARRIER (TYPE 50E) M 370.0000 12,580.00 34.000 12,580.00 171 CABLE ANCHOR ASSEMBLY EA 450.0000 1,350.00 3.000 1,350.00 (S) (BREAKAWAY, TYPE B) 172 TERMINAL SECTION (TYPE B) EA 82.0000 246.00 3.000 246.00 (S) 173 END SECTION EA 135.0000 405.00 3.000 405.00 (S) 174 TERMINAL SYSTEM (TYPE SRT) EA 3,000.0000 21,000.00 8.000 24,000.00 (S) 175 CRASH CUSHION (TYPE REACT 350.4) EA 5,000.0000 5,000.00 1.000 5,000.00 (S) 176 THERMOPLASTIC PAVEMENT MARKING M2 75.0000 11,250.00 164.460 12,334.50 (S) 177 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) M 2.2000 21,692.00 10,981.000 24,158.20 (S) 178 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.4000 1,128.00 548.000 1,315.20 (S) 179 PAVEMENT MARKER (REFLECTIVE) EA 3.0000 2,880.00 982.000 2,946.00 (S) 180 LIGHTING LS 80,000.0000 80,000.00 1.000 80,000.00 (S) 181 LIGHTING AND SIGN ILLUMINATION LS 17,000.0000 17,000.00 0.300 5,100.00 1.000 17,000.00 (S) (LOCATION 1) 182 LIGHTING AND SIGN ILLUMINATION LS 21,000.0000 21,000.00 0.300 6,300.00 1.000 21,000.00 (S) (LOCATION 2) 183 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 6,000.0000 6,000.00 0.100 600.00 (S) PROGRAM CAS145 PAGE 8 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-016174 TIME 01:58 PM ESTIMATE NO. 36 BID OPENING 04/25/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/03 R.E. NAME: ABDALLA A. NAAS DATE OF THIS ESTIMATE 05/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 12,900.00 5,880,436.43 ADJUSTMENT OF COMPENSATION 0.00 116,208.80 EXTRA WORK 42,589.87 1,016,870.97 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 55,489.87 7,013,516.20 184 MOBILIZATION LS 600,000.0000 600,000.00 1.000 600,000.00 ORIGINAL CONTRACT AMOUNT 6,793,144.00 TOTAL WORK COMPLETED 55,489.87 7,613,516.20 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 88,700.74 -321,399.84 TOTAL 144,190.61 7,292,116.36 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 05/26/00 610 06/19/00 06/19/00 04/13/04 268 5 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY ABDALLA A. NAAS RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 05/23/03