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 01/22/04 EST. NO.39 TIME 08:32 AM 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 --------------------------------------------------------------------------- 008 0028 17,736.84 E.W. @ F.A.(+) 122200 N 015-L4 0043 69.56 020901 N 733-L4 009 0004 1,973.45 E.W. @ F.A.(+) 111000 N 004-L4 0018 1,968.76 111000 N 736-L4 0019 1,968.76 111300 N 737-L4 0020 1,968.76 111400 N 738-L4 020 0025 4,266.28 E.W. @ F.A.(+) 071602 N 05A-L4 0026 3,136.82 071702 N 06A-L4 026 0001-1 -1,310.48 E.W. @ F.A.(+) 012302 N FS1 0 DAO CORRECTING ENTRY 0001-2 1,376.00 012302 N FS1 0 DAO CORRECTING ENTRY 0030 490.02 012102 N MBI040 039 0122 329.42 E.W. @ F.A.(+) 092702 N F052 0 33,974.19 TOTAL THIS ESTIMATE 1,231,356.12 TOTAL PREVIOUS ESTIMATE 1,265,330.31 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 01/22/04 EST. NO.39 TIME 08:32 AM 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 0.00 -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 0.00 -321,399.84 PROGRAM CAS145 PAGE 1 DATE 01/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-016174 TIME 08:32 AM ESTIMATE NO. 39 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 01/20/04 R.E. NAME: ABDALLA A. NAAS DATE OF THIS ESTIMATE 01/22/04 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY CRASH CUSHION EA 8,700.0000 34,800.00 4.000 34,800.00 S) (ADIEM 350) 02 PROGRESS SCHEDULE (CRITICAL PATH) LS 15,000.0000 15,000.00 0.800 12,000.00 03 TEMPORARY FENCE (TYPE ESA) M 10.0000 8,000.00 430.000 4,300.00 S) 04 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 1.000 5,000.00 PLAN 05 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 1.000 50,000.00 06 TURBIDITY METER LS 2,500.0000 2,500.00 1.000 2,500.00 07 TEMPORARY SILT FENCE M 15.0000 4,500.00 3,065.000 45,975.00 08 TEMPORARY STRAW BALE EA 20.0000 20,600.00 885.000 17,700.00 09 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 0.800 32,000.00 S) 10 TRAFFIC CONTROL SYSTEM LS 80,000.0000 80,000.00 1.000 80,000.00 S) 11 FLASHING ARROW SIGN EA 10,000.0000 50,000.00 4.000 40,000.00 S) 12 TYPE III BARRICADE EA 150.0000 4,500.00 21.000 3,150.00 S) 13 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 64,500.00 13,347.000 66,735.00 S) 14 TEMPORARY PAVEMENT MARKING (TAPE) M2 90.0000 7,110.00 64.250 5,782.50 S) 15 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 14,100.00 123.000 3,690.00 S) 16 TEMPORARY PAVEMENT MARKER EA 5.0000 11,700.00 1,393.000 6,965.00 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN LS 30,000.0000 30,000.00 1.000 30,000.00 S) 18 TEMPORARY RAILING (TYPE K) M 40.0000 215,200.00 3,534.720 141,388.80 19 TEMPORARY CRASH CUSHION MODULE EA 250.0000 47,500.00 121.000 30,250.00 S) 20 TEMPORARY TRAFFIC SCREEN M 35.0000 5,950.00 146.304 5,120.64 21 ABANDON INLET EA 600.0000 600.00 0.000 0.00 22 ABANDON PIPE EA 500.0000 1,000.00 1.000 500.00 PROGRAM CAS145 PAGE 2 DATE 01/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-016174 TIME 08:32 AM ESTIMATE NO. 39 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 01/20/04 R.E. NAME: ABDALLA A. NAAS DATE OF THIS ESTIMATE 01/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE FENCE M 25.0000 57,250.00 2,290.000 57,250.00 24 REMOVE FLARED END SECTION EA 350.0000 350.00 1.000 350.00 25 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.7000 4,811.00 5,023.000 8,539.10 26 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 36.0000 1,764.00 100.860 3,630.96 27 REMOVE PAVEMENT MARKER EA 1.0000 850.00 1,184.000 1,184.00 28 REMOVE ROADSIDE SIGN EA 75.0000 1,050.00 4.000 300.00 29 REMOVE ASPHALT CONCRETE DIKE M 30.0000 1,200.00 39.200 1,176.00 30 REMOVE PIPE M 50.0000 13,000.00 110.000 5,500.00 31 REMOVE INLET EA 500.0000 3,000.00 5.000 2,500.00 32 REMOVE HEADWALL EA 1,500.0000 4,500.00 2.000 3,000.00 33 REMOVE MANHOLE EA 600.0000 600.00 1.000 600.00 34 REMOVE RETAINING WALL (PORTION) LS 2,000.0000 2,000.00 1.000 2,000.00 35 REMOVE RETAINING WALL (WOOD) M2 10.0000 1,400.00 140.000 1,400.00 36 RECONSTRUCT METAL BEAM GUARD RAILING M 100.0000 44,000.00 440.000 44,000.00 S) 37 RESET MAILBOX (CENTRALIZED BOX) EA 1,500.0000 1,500.00 1.000 1,500.00 38 RESET ROADSIDE SIGN EA 125.0000 1,250.00 2.000 250.00 39 MODIFY CRASH CUSHION EA 7,500.0000 7,500.00 0.000 0.00 40 ADJUST INLET EA 2,500.0000 7,500.00 2.000 5,000.00 41 ADJUST MANHOLE TO GRADE EA 500.0000 500.00 1.000 500.00 42 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.5900 8,029.00 3,100.000 8,029.00 S) (25 MM MAXIMUM) 43 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 17,880.00 4,470.000 17,880.00 S) (35 MM MAXIMUM) 44 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.0000 12,960.00 4,536.000 27,216.00 S) (60 MM MAXIMUM) 45 REMOVE CONCRETE (CURB AND GUTTER) M3 65.0000 1,495.00 25.580 1,662.70 46 REMOVE CONCRETE SIDEWALK M3 120.0000 2,880.00 12.840 1,540.80 47 REMOVE CONCRETE BARRIER (TYPE 50) M 60.0000 64,800.00 835.000 50,100.00 48 REMOVE CRASH CUSHION (QUADGUARD) EA 2,500.0000 5,000.00 2.000 5,000.00 49 CLEARING AND GRUBBING LS 45,000.0000 45,000.00 1.000 45,000.00 PROGRAM CAS145 PAGE 3 DATE 01/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-016174 TIME 08:32 AM ESTIMATE NO. 39 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 01/20/04 R.E. NAME: ABDALLA A. NAAS DATE OF THIS ESTIMATE 01/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 DEVELOP WATER SUPPLY LS 14,000.0000 14,000.00 1.000 14,000.00 51 ROADWAY EXCAVATION M3 8.5500 1,496,250.00 174,259.000 1,489,914.45 52 CONTAMINATED MATERIAL DISPOSAL TONN 60.0000 59,400.00 1,532.420 91,945.20 S) 53 CONTAMINATED MATERIAL LS 40,000.0000 40,000.00 1.000 40,000.00 MONITORING 54 STRUCTURE EXCAVATION (BRIDGE) M3 75.0000 19,875.00 265.000 19,875.00 F) 55 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 75.0000 18,750.00 250.000 18,750.00 F) 56 STRUCTURE BACKFILL (BRIDGE) M3 65.0000 10,725.00 165.000 10,725.00 F) 57 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 65.0000 4,095.00 63.000 4,095.00 F) 58 19 MM CRUSHED ROCK M3 65.0000 6,825.00 105.000 6,825.00 F) 59 SAND BACKFILL M3 35.0000 525.00 0.000 0.00 F) 60 LEAN CONCRETE BACKFILL M3 85.0000 1,445.00 17.000 1,445.00 F) 61 EARTH RETAINING STRUCTURE, LOCATION A M2 650.0000 152,750.00 235.000 152,750.00 F) 62 EARTH RETAINING STRUCTURE, LOCATION B M2 650.0000 247,000.00 380.000 247,000.00 F) 63 EARTH RETAINING STRUCTURE, LOCATION C M2 650.0000 78,000.00 120.000 78,000.00 F) 64 HIGHWAY PLANTING LS 50,000.0000 50,000.00 1.000 50,000.00 S) 65 EROSION CONTROL BLANKET (TYPE 1) M2 7.2500 35,525.00 2,727.700 19,775.83 S) 66 EROSION CONTROL BLANKET (TYPE 2) M2 2.6500 34,980.00 6,394.000 16,944.10 S) 67 STRAW (EROSION CONTROL) TONN 770.0000 6,160.00 0.470 361.90 S) 68 FIBER (EROSION CONTROL) KG 0.9000 7,830.00 535.000 481.50 S) 69 PURE LIVE SEED (EROSION CONTROL) KG 125.0000 20,000.00 12.900 1,612.50 S) 70 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 3.2500 1,820.00 51.100 166.08 S) 71 STABILIZING EMULSION (EROSION CONTROL) KG 6.0000 3,420.00 67.700 406.20 S) 72 PLANT ESTABLISHMENT WORK LS 50,000.0000 50,000.00 0.200 10,000.00 0.750 37,500.00 S) 73 IRRIGATION SYSTEM LS 80,000.0000 80,000.00 1.000 80,000.00 S) 74 NPS 3 SUPPLY LINE (BRIDGE) M 60.0000 4,500.00 75.000 4,500.00 SF) 75 WELL DRILLING PERMIT LS 1,000.0000 1,000.00 1.000 1,000.00 76 250 MM CORRUGATED HIGH DENSITY M 213.0000 11,502.00 54.000 11,502.00 S) POLYETHYLENE PIPE CONDUIT PROGRAM CAS145 PAGE 4 DATE 01/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-016174 TIME 08:32 AM ESTIMATE NO. 39 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 01/20/04 R.E. NAME: ABDALLA A. NAAS DATE OF THIS ESTIMATE 01/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 FINISHING ROADWAY LS 5,000.0000 5,000.00 1.000 5,000.00 78 CLASS 2 AGGREGATE BASE M3 50.0000 169,000.00 3,051.370 152,568.50 79 ASPHALT CONCRETE TONN 44.0000 827,200.00 19,327.715 850,419.46 80 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 12.4000 16,988.00 1,954.110 24,230.96 AREA) 81 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.0000 3,450.00 1,000.850 3,002.55 82 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 7.0000 644.00 71.000 497.00 83 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.0000 4,620.00 1,478.000 4,434.00 84 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 6.4000 1,728.00 220.000 1,408.00 85 ASPHALTIC EMULSION (PAINT BINDER) TONN 800.0000 20,800.00 25.226 20,180.80 86 STEEL SOLDIER PILE (HP 310 X 94) M 75.0000 12,300.00 164.060 12,304.50 SF) 87 600 MM DRILLED HOLE M 75.0000 13,050.00 174.000 13,050.00 SF) 88 FURNISH PILING (CLASS 625) M 75.0000 31,125.00 377.620 28,321.50 (ALT "W") 89 DRIVE PILE (CLASS 625) EA 1,000.0000 34,000.00 34.000 34,000.00 S) (ALT "W") 90 FURNISH PILING (CLASS 900) M 150.0000 24,600.00 164.000 24,600.00 (ALT "W") 91 DRIVE PILE (CLASS 900) EA 2,500.0000 30,000.00 12.000 30,000.00 S) (ALT "W") 92 PRESTRESSING CAST-IN-PLACE CONCRETE LS 30,000.0000 30,000.00 1.000 30,000.00 S) 93 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 25,000.00 50.000 25,000.00 F) 94 STRUCTURAL CONCRETE, BRIDGE M3 600.0000 342,000.00 570.000 342,000.00 F) 95 CLASS 3 CONCRETE M3 85.0000 2,550.00 30.000 2,550.00 F) 96 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 25,000.00 21.760 21,760.00 F) 97 MINOR CONCRETE (BACKFILL) M3 100.0000 1,600.00 4.500 450.00 F) 98 MINOR CONCRETE (HEADWALL) M3 2,000.0000 4,200.00 0.000 0.00 F) 99 FRACTURED GRANITE TEXTURE M2 95.0000 20,425.00 215.000 20,425.00 F) 00 SOLDIER PILE WALL WITH KEYSTONE M2 100.0000 11,800.00 118.000 11,800.00 F) BLOCK 01 REINFORCED KEYSTONE WALL M2 100.0000 7,900.00 79.000 7,900.00 F) 02 GRAVITY KEYSTONE WALL M2 100.0000 4,400.00 44.000 4,400.00 F) 03 JOINT SEAL (MR 40 MM) M 100.0000 1,400.00 14.000 1,400.00 S) PROGRAM CAS145 PAGE 5 DATE 01/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-016174 TIME 08:32 AM ESTIMATE NO. 39 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 01/20/04 R.E. NAME: ABDALLA A. NAAS DATE OF THIS ESTIMATE 01/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 JOINT SEAL (MR 50 MM) M 200.0000 2,800.00 14.000 2,800.00 S) 05 BAR REINFORCING STEEL (BRIDGE) KG 1.3000 86,450.00 66,500.000 86,450.00 SF) 06 FURNISH SIGN STRUCTURE (TRUSS) KG 3.5000 16,380.00 4,680.000 16,380.00 F) 07 INSTALL SIGN STRUCTURE (TRUSS) KG 2.0000 9,360.00 4,680.000 9,360.00 F) 08 760 MM CAST-IN-DRILLED-HOLE M 1,000.0000 8,000.00 8.000 8,000.00 S) CONCRETE PILE (SIGN FOUNDATION) 09 ROADSIDE SIGN - ONE POST EA 175.0000 4,725.00 27.000 4,725.00 10 ROADSIDE SIGN - TWO POST EA 525.0000 2,625.00 5.000 2,625.00 11 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 75.0000 450.00 0.000 0.00 METHOD) 12 TIMBER LAGGING M3 1,000.0000 8,000.00 8.000 8,000.00 13 CLEAN AND PAINT STEEL SOLDIER PILE LS 5,000.0000 5,000.00 1.000 5,000.00 S) 14 300 MM ALTERNATIVE PIPE CULVERT M 80.0000 3,120.00 20.000 1,600.00 15 450 MM ALTERNATIVE PIPE CULVERT M 100.0000 37,000.00 401.600 40,160.00 16 600 MM ALTERNATIVE PIPE CULVERT M 140.0000 19,600.00 166.500 23,310.00 17 1050 MM ALTERNATIVE PIPE CULVERT M 240.0000 43,200.00 148.000 35,520.00 18 750 MM REINFORCED CONCRETE PIPE M 180.0000 1,440.00 0.000 0.00 19 1050 MM REINFORCED CONCRETE PIPE M 245.0000 44,100.00 191.000 46,795.00 20 1200 MM REINFORCED CONCRETE PIPE M 281.0000 15,174.00 54.000 15,174.00 21 JACKED 750 MM REINFORCED CONCRETE PIPE M 1,300.0000 46,800.00 36.000 46,800.00 (CLASS III) 22 600 MM CORRUGATED STEEL PIPE M 442.0000 3,094.00 7.000 3,094.00 (1.63 MM THICK) 23 900 MM CORRUGATED STEEL PIPE M 2,100.0000 2,100.00 1.000 2,100.00 (1.63 MM THICK) 24 300 MM SLOTTED CORRUGATED STEEL PIPE M 530.0000 2,120.00 4.000 2,120.00 (1.63 MM THICK) 25 GEOSYNTHETIC EMBANKMENT M2 6.0000 24,660.00 3,939.600 23,637.60 REINFORCEMENT 26 CLASS 3 PERMEABLE MATERIAL M3 50.0000 6,500.00 59.716 2,985.80 27 450 MM ENTRANCE TAPER EA 135.0000 135.00 1.000 135.00 28 ANCHOR ASSEMBLY EA 280.0000 3,080.00 0.000 0.00 29 450 MM ALTERNATIVE PIPE DOWNDRAIN M 240.0000 9,840.00 12.800 3,072.00 30 450 MM STEEL FLARED END SECTION EA 46.0000 184.00 4.000 184.00 PROGRAM CAS145 PAGE 6 DATE 01/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-016174 TIME 08:32 AM ESTIMATE NO. 39 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 01/20/04 R.E. NAME: ABDALLA A. NAAS DATE OF THIS ESTIMATE 01/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 600 MM STEEL FLARED END SECTION EA 80.0000 80.00 1.000 80.00 32 750 MM STEEL FLARED END SECTION EA 175.0000 175.00 0.000 0.00 33 1050 MM STEEL FLARED END SECTION EA 400.0000 800.00 2.000 800.00 34 1200 MM STEEL FLARED END SECTION EA 480.0000 480.00 1.000 480.00 35 900 MM PRECAST CONCRETE PIPE INLET M 750.0000 7,500.00 9.000 6,750.00 36 MANHOLE EA 2,900.0000 2,900.00 1.000 2,900.00 S) 37 SLOPE PAVING (CONCRETE) M3 500.0000 17,000.00 34.000 17,000.00 F) 38 FILTER FABRIC M2 5.0000 750.00 150.000 750.00 39 MINOR CONCRETE (MISCELLANEOUS M3 600.0000 6,600.00 9.500 5,700.00 CONSTRUCTION) 40 MINOR CONCRETE (GUTTER) M 50.0000 3,250.00 65.000 3,250.00 F) 41 MISCELLANEOUS IRON AND STEEL KG 2.0000 6,316.00 1,546.000 3,092.00 SF) 42 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 1,550.00 310.000 1,550.00 SF) 43 WELL DEVELOPMENT LS 8,400.0000 8,400.00 1.000 8,400.00 S) 44 TESTING WELL LS 6,400.0000 6,400.00 1.000 6,400.00 45 DRILL PILOT HOLE M 60.0000 6,000.00 100.000 6,000.00 46 REAM FOR CONDUCTOR CASING M 40.0000 640.00 0.000 0.00 47 REAMING WATER WELL M 33.0000 3,300.00 107.000 3,531.00 48 400 MM DIAMETER CONDUCTOR CASING M 185.0000 2,960.00 42.000 7,770.00 49 NEW WELL PUMP AND ELECTRICAL SYSTEM LS 20,000.0000 20,000.00 1.000 20,000.00 50 MODIFYING EXISTING WELL PUMP AND LS 5,000.0000 5,000.00 1.000 5,000.00 ELECTRICAL SYSTEM 51 150 MM DIAMETER STAINLESS STEEL M 270.0000 3,240.00 7.780 2,100.60 WELL SCREEN SPIRAL WRAP 52 150 MM DIAMETER BLANK WELL CASING M 90.0000 7,920.00 46.670 4,200.30 53 WATER SUPPLY SYSTEM LS 10,000.0000 10,000.00 1.000 10,000.00 54 MOBILIZATION, DEMOBILIZATION, LS 1,500.0000 1,500.00 1.000 1,500.00 AND FINAL CLEANUP 55 FENCE (TYPE BW, 5 STRAND, METAL POST) M 9.8400 15,252.00 1,550.000 15,252.00 S) 56 CHAIN LINK FENCE (TYPE CL-0.9, M 23.0000 2,737.00 119.000 2,737.00 SF)VINYL-CLAD) 57 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 01/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-016174 TIME 08:32 AM ESTIMATE NO. 39 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 01/20/04 R.E. NAME: ABDALLA A. NAAS DATE OF THIS ESTIMATE 01/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 CHAIN LINK FENCE (TYPE CL-1.8, M 65.0000 35,100.00 540.000 35,100.00 S) VINYL-CLAD) 59 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,200.0000 1,200.00 1.000 1,200.00 S) 60 DELINEATOR (CLASS 1) EA 30.0000 1,650.00 30.000 900.00 61 OBJECT MARKER (TYPE L) EA 35.0000 70.00 3.000 105.00 62 METAL BEAM GUARD RAILING (WOOD POST) M 75.0000 27,000.00 371.020 27,826.50 S) 63 CONCRETE BARRIER (TYPE 25A) M 1.0000 290.00 0.000 0.00 64 CONCRETE BARRIER (TYPE 25B) M 270.0000 6,210.00 21.560 5,821.20 65 CONCRETE BARRIER (TYPE 27A MODIFIED) M 150.0000 40,200.00 268.000 40,200.00 F) 66 CONCRETE BARRIER (TYPE 27B) M 280.0000 3,640.00 13.000 3,640.00 F) 67 CONCRETE BARRIER (TYPE 27 MODIFIED) M 150.0000 21,300.00 142.000 21,300.00 F) 68 CONCRETE BARRIER (TYPE 50C) M 126.0000 146,160.00 1,041.000 131,166.00 69 CONCRETE BARRIER (TYPE 50D) M 134.0000 8,710.00 0.000 0.00 70 CONCRETE BARRIER (TYPE 50E) M 370.0000 12,580.00 34.000 12,580.00 71 CABLE ANCHOR ASSEMBLY EA 450.0000 1,350.00 3.000 1,350.00 S) (BREAKAWAY, TYPE B) 72 TERMINAL SECTION (TYPE B) EA 82.0000 246.00 3.000 246.00 S) 73 END SECTION EA 135.0000 405.00 3.000 405.00 S) 74 TERMINAL SYSTEM (TYPE SRT) EA 3,000.0000 21,000.00 8.000 24,000.00 S) 75 CRASH CUSHION (TYPE REACT 350.4) EA 5,000.0000 5,000.00 1.000 5,000.00 S) 76 THERMOPLASTIC PAVEMENT MARKING M2 75.0000 11,250.00 164.460 12,334.50 S) 77 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) M 2.2000 21,692.00 10,981.000 24,158.20 S) 78 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.4000 1,128.00 548.000 1,315.20 S) 79 PAVEMENT MARKER (REFLECTIVE) EA 3.0000 2,880.00 982.000 2,946.00 S) 80 LIGHTING LS 80,000.0000 80,000.00 1.000 80,000.00 S) 81 LIGHTING AND SIGN ILLUMINATION LS 17,000.0000 17,000.00 1.000 17,000.00 S) (LOCATION 1) 82 LIGHTING AND SIGN ILLUMINATION LS 21,000.0000 21,000.00 1.000 21,000.00 S) (LOCATION 2) 83 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 6,000.0000 6,000.00 1.000 6,000.00 S) PROGRAM CAS145 PAGE 8 DATE 01/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-016174 TIME 08:32 AM ESTIMATE NO. 39 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 01/20/04 R.E. NAME: ABDALLA A. NAAS DATE OF THIS ESTIMATE 01/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 10,000.00 5,986,716.43 ADJUSTMENT OF COMPENSATION 0.00 119,128.33 EXTRA WORK 33,974.19 1,146,201.98 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 43,974.19 7,252,046.74 84 MOBILIZATION LS 600,000.0000 600,000.00 1.000 600,000.00 ORIGINAL CONTRACT AMOUNT 6,793,144.00 TOTAL WORK COMPLETED 43,974.19 7,852,046.74 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -321,399.84 TOTAL 43,974.19 7,530,646.90 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 05/17/04 885 90 9 57 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY ABDALLA A. NAAS RESIDENT ENGINEER PROGRAM CAS145 PAGE 9 DATE 01/22/04