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 06/24/03 EST. NO.25 TIME 12:49 PM R.E. NAME: ABUELHASSAN, AMR 08-4353U4 --------------------------------------------------------------------------- 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 0158-2 152.59 E.W. @ F.A.(+) 031503 N 158 0 DAO CORRECTING ENTRY 004 0008 600.00 E.W. @ F.A.(+) 021903 N 001 0 006 0039 537.76 E.W. @ F.A.(+) 040203 N 045 0 0040 1,365.97 042103 N 046 0 0041 332.50 031303 N 042 0 012 0019 894.87 E.W. @ F.A.(+) 042103 N 033 0 0023 210.48 031203 N 30REV 1 013 0164 575.80 E.W. @ F.A.(+) 031303 N 320 1 0165 884.03 031203 N 319 1 0166 702.06 031103 N 318 1 017 0035 835.76 E.W. @ F.A.(+) 032603 N 031 1 044 0004 20,600.00 E.W. @ L.S.(+) 052003 N REV01 1 049 0023 703.55 E.W. @ F.A.(+) 031303 N 22 1 0024 403.03 031003 N 17B 1 053 0001 73,569.00 E.W. @ L.S.(+) 030603 N 53-03 1 054 0002 1,354.00 E.W. @ L.S.(+) 042303 N 54-1 1 0003 3,027.00 051503 N 002 1 0004 7,300.00 051503 N 03 1 114,048.40 TOTAL THIS ESTIMATE 0 668,854.56 TOTAL PREVIOUS ESTIMATE 0 782,902.96 TOTAL TO DATE 1 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 0 DATE 06/24/03 EST. NO.25 TIME 12:49 PM 0 R.E. NAME: ABUELHASSAN, AMR 08-4353U4 0 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 0 F AGG OUT CONT COMPL -1,150.00 14 CONC OUT CONT COMPL -5,717.20 16 SWPPP VIOLATION 25% -127,868.84 16 SWPPP VIOLATION 25% 127,868.84 17 RESTAKING CHARGES -1,800.00 24 RAMP CONC. CYLINDERS -2,280.00 25 -2,280.00 -10,947.20 0 LABOR COMPLIANCE VIOLATION 0 MISSING DOCUMENTS -10,000.00 11 MISSING DOCUMENTS -5,000.00 19 MISSING DOCUMENTS 5,000.00 20 RELEASE MONIES HELD 10,000.00 24 0.00 0.00 0 OVERBID ITEMS 0 OVERBID ITEM NO. 169 -8,321.04 05 OVERBID ITEM NO. 169 -4,160.52 07 OVERBID ITEM NO. 169 -3,328.41 11 OVERBID ITEM NO. 169 -832.11 18 0.00 -16,642.08 TOTAL DEDUCTIONS -2,280.00 -27,589.28 1PROGRAM CAS145 PAGE DATE 06/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4353U TIME 12:49 PM ESTIMATE NO. 2 BID OPENING 05/10/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/17/0 R.E. NAME: ABUELHASSAN, AMR DATE OF THIS ESTIMATE 06/24/0 LOCATION PROGRESS ESTIMATE 08-RIV-91-7.4/21.6 ----------------- BRUTOCO ENGINEERING & IN RIVERSIDE COUNTY IN RIVERSIDE CONSTRUCTION INC FROM 0.1 KM EAST OF MAGNOLIA AVENUE PO BOX 429 UNDERCROSSING TO 0.3 KM EAST OF FONTANA CA 92334-0429 BROCKTON AVENUE UNDERCROSSING FED. AID NO. ACNH-P091(104)E WIDEN EXISTING HIGHWAY AND BRIDGES ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 5,500.0000 5,500.00 0.750 4,125.0 02 TIME-RELATED OVERHEAD WDAY 1,200.0000 576,000.00 22.000 26,400.00 480.000 576,000.0 03 TEMPORARY FENCE (TYPE CL-1.8) M 20.0000 5,200.00 284.000 5,680.0 04 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 0.750 3,000.0 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 60,000.0000 60,000.00 0.030 1,800.00 0.970 58,200.0 06 CONSTRUCTION AREA SIGNS LS 19,000.0000 19,000.00 0.820 15,580.0 S) 07 TRAFFIC CONTROL SYSTEM LS 180,000.0000 180,000.00 0.015 2,700.00 0.945 170,100.0 S) 08 TYPE III BARRICADE EA 130.0000 1,690.00 31.000 4,030.0 S) 09 TEMPORARY PAVEMENT MARKING (PAINT) M2 45.0000 1,080.00 4.500 202.50 4.500 202.5 S) 10 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.7000 29,070.00 16,483.000 28,021.10 34,854.000 59,251.8 S) 11 TEMPORARY PAVEMENT MARKER EA 3.2000 18,464.00 3,900.000 12,480.00 8,611.000 27,555.2 S) 12 PORTABLE CHANGEABLE MESSAGE SIGN EA 14,000.0000 28,000.00 0.020 280.00 1.850 25,900.0 S) 13 TEMPORARY RAILING (TYPE K) M 15.0000 128,100.00 3,909.800 58,647.00 15,375.300 230,629.5 S) 14 TEMPORARY CRASH CUSHION MODULE EA 290.0000 37,700.00 28.000 8,120.00 371.000 107,590.0 S) 15 TEMPORARY TRAFFIC SCREEN M 4.0000 34,160.00 3,715.000 14,860.00 14,125.000 56,500.0 S) 16 REMOVE METAL BEAM GUARD RAILING M 40.0000 6,800.00 145.700 5,828.0 17 REMOVE TRAFFIC STRIPE M 1.2500 82,875.00 26,581.100 33,226.38 56,472.100 70,590.1 18 REMOVE PAVEMENT MARKING M2 23.0000 8,510.00 7.800 179.4 19 REMOVE PAVEMENT MARKER EA 1.0000 8,110.00 1,816.000 1,816.00 5,111.000 5,111.0 20 REMOVE ROADSIDE SIGN EA 200.0000 400.00 7.000 1,400.0 21 REMOVE SIGN STRUCTURE EA 3,600.0000 36,000.00 10.000 36,000.0 22 REMOVE CULVERT M 60.0000 9,000.00 21.000 1,260.00 141.400 8,484.0 1PROGRAM CAS145 PAGE DATE 06/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4353U TIME 12:49 PM ESTIMATE NO. 2 BID OPENING 05/10/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/17/0 R.E. NAME: ABUELHASSAN, AMR DATE OF THIS ESTIMATE 06/24/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 23 REMOVE ROCK SLOPE PROTECTION M3 225.0000 495.00 0.000 0.0 24 REMOVE INLET EA 620.0000 24,180.00 6.000 3,720.00 24.000 14,880.0 25 REMOVE HEADWALL EA 1,000.0000 3,000.00 4.000 4,000.0 26 REMOVE CONCRETE PAVEMENT AND BASE M2 37.0000 4,440.00 124.500 4,606.5 27 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 325.0000 2,600.00 1.000 325.0 28 RECONSTRUCT CHAIN LINK FENCE M 50.0000 7,500.00 20.800 1,040.0 S) 29 RECONSTRUCT CHAIN LINK GATE EA 1,100.0000 2,200.00 0.300 330.0 S) 30 RESET MAILBOX EA 400.0000 400.00 0.000 0.0 31 RESET STREET SIGN EA 150.0000 300.00 0.000 0.0 32 RELOCATE ROADSIDE SIGN-ONE POST EA 280.0000 3,920.00 4.000 1,120.0 33 RELOCATE ROADSIDE SIGN-TWO POST EA 800.0000 12,800.00 5.000 4,000.0 34 ADJUST MANHOLE TO GRADE EA 450.0000 3,600.00 0.000 0.0 35 ADJUST VALVE BOX FRAME AND COVER TO EA 500.0000 3,500.00 0.000 0.0 GRADE 36 REMOVE CONCRETE (CHANNEL) M3 110.0000 14,300.00 168.000 18,480.0 37 REMOVE CONCRETE BARRIER (TYPE 50) M 95.0000 3,230.00 60.000 5,700.0 38 REMOVE CONCRETE (MISCELLANEOUS) M3 110.0000 6,600.00 7.500 825.00 27.500 3,025.0 39 REMOVE SOUND WALL M2 50.0000 6,000.00 114.000 5,700.0 40 BRIDGE REMOVAL LS 80,000.0000 80,000.00 1.000 80,000.0 41 BRIDGE REMOVAL (PORTION), LOCATION A LS 6,000.0000 6,000.00 1.000 6,000.0 42 BRIDGE REMOVAL (PORTION), LOCATION B LS 6,000.0000 6,000.00 1.000 6,000.0 43 BRIDGE REMOVAL (PORTION), LOCATION C LS 12,000.0000 12,000.00 1.000 12,000.0 44 CLEARING AND GRUBBING LS 96,000.0000 96,000.00 1.000 96,000.0 45 REMOVE TREE EA 350.0000 45,500.00 175.000 61,250.0 46 DEVELOP WATER SUPPLY LS 32,000.0000 32,000.00 1.000 32,000.0 47 ROADWAY EXCAVATION M3 12.0000 549,600.00 2,895.600 34,747.20 53,166.900 638,002.8 48 ROADWAY EXCAVATION (TYPE Y) M3 10.0000 33,600.00 3,338.000 33,380.0 49 STRUCTURE EXCAVATION (BRIDGE) M3 40.0000 96,600.00 2,415.000 96,600.0 F) 1PROGRAM CAS145 PAGE DATE 06/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4353U TIME 12:49 PM ESTIMATE NO. 2 BID OPENING 05/10/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/17/0 R.E. NAME: ABUELHASSAN, AMR DATE OF THIS ESTIMATE 06/24/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 50 STRUCTURE EXCAVATION (RETAINING WALL) M3 8.5000 287,300.00 34,385.000 292,272.5 51 STRUCTURE BACKFILL (BRIDGE) M3 35.0000 85,225.00 2,435.000 85,225.0 F) 52 STRUCTURE BACKFILL (RETAINING WALL) M3 6.0000 132,000.00 2,000.000 12,000.00 20,340.000 122,040.0 53 PERVIOUS BACKFILL MATERIAL (RETAINING M3 60.0000 106,800.00 125.000 7,500.00 1,739.000 104,340.0 WALL) 54 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000.0 55 HIGHWAY PLANTING LS 275,000.0000 275,000.00 0.065 17,875.0 S) 56 MAINTAIN EXISTING PLANTS LS 100,000.0000 100,000.00 0.256 25,600.0 S) 57 PLANT ESTABLISHMENT WORK LS 85,000.0000 85,000.00 0.000 0.0 S) 58 IRRIGATION SYSTEM LS 344,000.0000 344,000.00 0.337 115,928.0 S) 59 EXTEND 200 MM CONDUIT M 450.0000 58,500.00 30.000 13,500.0 60 CLASS 2 AGGREGATE BASE M3 45.0000 21,600.00 0.000 0.0 61 AGGREGATE BASE (APPROACH SLAB) M3 100.0000 800.00 0.000 0.0 62 LEAN CONCRETE BASE M3 92.0000 830,760.00 756.210 69,571.32 5,338.460 491,138.3 63 ASPHALT CONCRETE (TYPE A) TONN 52.0000 120,120.00 124.570 6,477.64 176.600 9,183.2 64 PLACE ASPHALT CONCRETE DIKE M 6.0000 4,500.00 873.000 5,238.0 65 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 31,200.00 698.780 13,975.60 698.780 13,975.6 AREA) 66 CONCRETE PAVEMENT M3 135.0000 2,362,500.00 986.180 133,134.30 10,949.418 1,478,171.4 67 SEAL PAVEMENT JOINT M 2.2000 77,440.00 2,322.720 5,109.98 7,525.270 16,555.5 68 FURNISH PILING (CLASS 625) M 60.0000 108,480.00 1,771.390 106,283.4 69 DRIVE PILE (CLASS 625) EA 1,050.0000 172,200.00 164.000 172,200.0 S) 70 FURNISH PILING (CLASS 400) M 52.0000 31,720.00 605.295 31,475.3 71 DRIVE PILE (CLASS 400) EA 1,100.0000 63,800.00 58.000 63,800.0 S) 72 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 60.0000 1,200.00 20.000 1,200.0 S) PILING (BARRIER) 73 PRESTRESSING CAST-IN-PLACE CONCRETE LS 38,000.0000 38,000.00 1.000 38,000.0 S) 74 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 113,100.00 377.000 113,100.0 F) 75 STRUCTURAL CONCRETE, BRIDGE M3 500.0000 660,000.00 1,320.000 660,000.0 F) 76 STRUCTURAL CONCRETE, RETAINING WALL M3 200.0000 1,737,600.00 8,767.000 1,753,400.0 F) 1PROGRAM CAS145 PAGE DATE 06/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4353U TIME 12:49 PM ESTIMATE NO. 2 BID OPENING 05/10/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/17/0 R.E. NAME: ABUELHASSAN, AMR DATE OF THIS ESTIMATE 06/24/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 77 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 89,600.00 128.000 89,600.0 F) (TYPE N) 78 STRUCTURAL CONCRETE, APPROACH SLAB M3 425.0000 32,300.00 38.000 16,150.0 F) (TYPE R) 79 MINOR CONCRETE (MINOR STRUCTURE) M3 1,800.0000 75,600.00 1.830 3,294.00 24.319 43,774.2 F) 80 MINOR CONCRETE (BACKFILL) M3 100.0000 18,000.00 11.920 1,192.00 161.750 16,175.0 81 FRACTURED RIB TEXTURE M2 25.0000 125,250.00 6,425.000 160,625.0 82 DRILL AND BOND DOWEL M 120.0000 7,560.00 95.000 11,400.0 83 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,000.0000 117,000.00 13.000 117,000.0 GIRDER (25 M - 30 M) 84 ERECT PRECAST PRESTRESSED CONCRETE EA 1,600.0000 20,800.00 13.000 20,800.0 S) GIRDER 85 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 160.0000 19,840.00 0.000 0.0 SF) 86 SOUND WALL (MASONRY BLOCK) M2 200.0000 22,600.00 0.000 0.0 SF) 87 JOINT SEAL (MR 20 MM) M 120.0000 9,000.00 19.000 2,280.0 S) 88 JOINT SEAL (TYPE B - MR 40 MM) M 136.0000 4,352.00 0.000 0.0 S) 89 BAR REINFORCING STEEL (BRIDGE) KG 1.1300 209,050.00 185,000.000 209,050.0 S) 90 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2500 729,937.50 595,911.000 744,888.7 SF) 91 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 5.0000 9,310.00 0.000 0.0 F) WITH WALKWAY) 92 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.0000 5,586.00 2.000 6.0 SF)WITH WALKWAY) 93 FURNISH SIGN STRUCTURE (TRUSS) KG 4.5000 211,914.00 19,744.000 88,848.0 F) 94 INSTALL SIGN STRUCTURE (TRUSS) KG 0.9000 42,382.80 19,744.000 17,769.6 SF) 95 920 MM CAST-IN-DRILLED-HOLE M 1,400.0000 74,200.00 31.000 43,400.0 S) CONCRETE PILE (SIGN FOUNDATION) 96 METAL (RAIL MOUNTED SIGN) KG 9.0000 5,040.00 0.000 0.0 97 ROADSIDE SIGN - TWO POST EA 1,300.0000 6,500.00 0.000 0.0 98 ABUTMENT LUMBER BLOCKING M3 3,000.0000 18,000.00 4.000 12,000.0 F) 99 TIMBER RETAINING WALL M 100.0000 400.00 3.960 396.00 3.960 396.0 00 600 MM REINFORCED CONCRETE PIPE M 900.0000 1,800.00 1.800 1,620.0 01 900 MM REINFORCED CONCRETE PIPE M 600.0000 2,400.00 3.200 1,920.0 02 300 MM REINFORCED CONCRETE PIPE M 180.0000 21,600.00 27.200 4,896.00 40.760 7,336.8 (CLASS V) 03 450 MM REINFORCED CONCRETE PIPE M 330.0000 1,650.00 4.100 1,353.0 (CLASS V) 1PROGRAM CAS145 PAGE DATE 06/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4353U TIME 12:49 PM ESTIMATE NO. 2 BID OPENING 05/10/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/17/0 R.E. NAME: ABUELHASSAN, AMR DATE OF THIS ESTIMATE 06/24/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 04 365 MM X 575 MM OVAL SHAPED REINFORCED M 230.0000 46,000.00 154.160 35,456.8 CONCRETE PIPE (CLASS V) 05 GEOCOMPOSITE DRAIN M2 35.0000 9,450.00 270.000 9,450.0 06 JACKED WELDED STEEL PIPE LS 520,000.0000 520,000.00 0.989 514,280.0 07 ROCK SLOPE PROTECTION M3 425.0000 3,400.00 0.000 0.0 (FACING, METHOD B) 08 SLOPE PAVING (CONCRETE) M3 10.0000 290.00 0.000 0.0 F) 09 MINOR CONCRETE (CHANNEL LINING) M3 380.0000 49,400.00 53.900 20,482.0 10 ROCK SLOPE PROTECTION FABRIC M2 45.0000 1,575.00 0.000 0.0 11 MINOR CONCRETE (MISCELLANEOUS M3 270.0000 145,800.00 44.320 11,966.4 CONSTRUCTION) 12 MINOR CONCRETE (GUTTER DEPRESSION) M3 250.0000 7,750.00 1.500 375.00 16.891 4,222.7 13 MISCELLANEOUS IRON AND STEEL KG 1.1000 7,137.90 444.000 488.40 3,108.000 3,418.8 SF) 14 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 7,050.00 1,175.000 7,050.0 SF) 15 SURVEY MONUMENT (STRUCTURE MOUNTED) EA 130.0000 260.00 0.000 0.0 16 SURVEY MONUMENT (TYPE A) EA 300.0000 1,200.00 0.000 0.0 17 SURVEY MONUMENT (TYPE D) EA 650.0000 650.00 0.000 0.0 18 DELINEATOR (CLASS 1) EA 60.0000 480.00 0.000 0.0 19 METAL BEAM GUARD RAILING (WOOD POST) M 85.0000 45,050.00 47.000 3,995.00 480.600 40,851.0 S) 20 CHAIN LINK RAILING (TYPE 7) M 125.0000 18,125.00 0.000 0.0 SF) 21 CONCRETE BARRIER (TYPE 26 MODIFIED) M 210.0000 30,450.00 72.500 15,225.00 72.500 15,225.0 F) 22 CONCRETE BARRIER (TYPE 27SV) M 600.0000 4,200.00 7.000 4,200.0 23 CONCRETE BARRIER (TYPE 27 MODIFIED) M 180.0000 11,700.00 65.000 11,700.0 F) 24 CABLE RAILING M 21.0000 45,990.00 793.000 16,653.0 S) 25 END SECTION EA 120.0000 240.00 0.000 0.0 S) 26 TERMINAL SYSTEM (TYPE ET) EA 2,700.0000 10,800.00 1.000 2,700.00 1.000 2,700.0 S) 27 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 10,000.00 2.000 4,000.0 S) 28 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 550.0000 2,750.00 1.000 550.00 2.000 1,100.0 S) 29 CONCRETE BARRIER (TYPE 60D) M 90.0000 197,100.00 0.000 0.0 30 CONCRETE BARRIER (TYPE 60SE) M 400.0000 14,000.00 30.000 12,000.00 60.000 24,000.0 1PROGRAM CAS145 PAGE DATE 06/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4353U TIME 12:49 PM ESTIMATE NO. 2 BID OPENING 05/10/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/17/0 R.E. NAME: ABUELHASSAN, AMR DATE OF THIS ESTIMATE 06/24/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 31 CONCRETE BARRIER (TYPE 732) M 175.0000 19,775.00 113.000 19,775.0 F) 32 CONCRETE BARRIER (TYPE 732A) M 170.0000 132,600.00 772.000 131,240.0 33 THERMOPLASTIC PAVEMENT MARKING M2 55.0000 6,050.00 0.000 0.0 S) 34 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 50,960.00 0.000 0.0 S) 35 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.2500 25,740.00 0.000 0.0 S) 36 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 9,075.00 0.000 0.0 S) 37 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 20,070.00 0.000 0.0 S) 38 LIGHTING AND SIGN ILLUMINATION LS 110,000.0000 110,000.00 0.080 8,800.00 0.619 68,090.0 S) 39 MODIFY VEHICLE DETECTION STATION LS 27,000.0000 27,000.00 0.055 1,485.0 S) (LOCATION 1) 40 MODIFY VEHICLE DETECTION STATION LS 30,500.0000 30,500.00 0.478 14,579.0 S) (LOCATION 2) 41 MODIFY VEHICLE DETECTION STATION LS 33,800.0000 33,800.00 0.045 1,521.00 0.373 12,607.4 S) (LOCATION 3) 42 CLOSED CIRCUIT TELEVISION SYSTEM LS 35,000.0000 35,000.00 0.128 4,480.00 0.814 28,490.0 S) (LOCATION 1) 43 CLOSED CIRCUIT TELEVISION SYSTEM LS 31,000.0000 31,000.00 0.210 6,510.00 0.717 22,227.0 S) (LOCATION 2) 44 CLOSED CIRCUIT TELEVISION SYSTEM LS 37,900.0000 37,900.00 0.150 5,685.00 0.746 28,273.4 S) (LOCATION 3) 45 CLOSED CIRCUIT TELEVISION SYSTEM LS 41,600.0000 41,600.00 0.132 5,491.20 0.744 30,950.4 S) (LOCATION 4) 46 CLOSED CIRCUIT TELEVISION SYSTEM LS 39,500.0000 39,500.00 0.460 18,170.0 S) (LOCATION 5) 47 CLOSED CIRCUIT TELEVISION SYSTEM LS 49,400.0000 49,400.00 0.359 17,734.6 S) (LOCATION 6) 48 CLOSED CIRCUIT TELEVISION SYSTEM LS 29,500.0000 29,500.00 0.170 5,015.00 0.703 20,738.5 S) (LOCATION 7) 49 CLOSED CIRCUIT TELEVISION SYSTEM LS 28,400.0000 28,400.00 0.230 6,532.00 0.743 21,101.2 S) (LOCATION 8) 50 CLOSED CIRCUIT TELEVISION SYSTEM LS 38,800.0000 38,800.00 0.315 12,222.00 0.525 20,370.0 S) (LOCATION 9) 51 MODIFY RAMP METERING SYSTEM LS 17,000.0000 17,000.00 0.560 9,520.0 S) (LOCATION 1) 52 MODIFY RAMP METERING SYSTEM LS 8,000.0000 8,000.00 0.750 6,000.0 S) (LOCATION 2) 53 MODIFY RAMP METERING SYSTEM LS 15,600.0000 15,600.00 0.820 12,792.0 S) (LOCATION 3) 54 MODIFY RAMP METERING SYSTEM LS 15,600.0000 15,600.00 0.820 12,792.0 S) (LOCATION 4) 55 MODIFY RAMP METERING SYSTEM LS 15,800.0000 15,800.00 0.790 12,482.0 S) (LOCATION 5) 56 MODIFY RAMP METERING SYSTEM LS 17,500.0000 17,500.00 0.730 12,775.0 S) (LOCATION 6) 57 MODIFY RAMP METERING SYSTEM LS 18,800.0000 18,800.00 0.777 14,607.6 S) (LOCATION 7) 1PROGRAM CAS145 PAGE DATE 06/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4353U TIME 12:49 PM ESTIMATE NO. 2 BID OPENING 05/10/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/17/0 R.E. NAME: ABUELHASSAN, AMR DATE OF THIS ESTIMATE 06/24/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 58 MODIFY RAMP METERING SYSTEM LS 10,000.0000 10,000.00 0.495 4,950.0 S) (LOCATION 8) 59 MODIFY RAMP METERING SYSTEM LS 22,000.0000 22,000.00 0.810 17,820.0 S) (LOCATION 9) 60 MODIFY RAMP METERING SYSTEM LS 14,000.0000 14,000.00 0.730 10,220.0 S) (LOCATION 10) 61 RECONSTRUCT CITY LIGHT STANDARD EA 5,000.0000 15,000.00 0.000 0.0 S) 62 MODIFY FIBER OPTIC COMMUNICATION LS 142,000.0000 142,000.00 0.750 106,500.0 S) SYSTEM 63 TRAFFIC OPERATION SYSTEM CABINET LS 79,820.0000 79,820.00 0.800 63,856.00 0.940 75,030.8 S) ASSEMBLY 64 MODIFY TRAFFIC OPERATION SYSTEM CABINET LS 12,000.0000 12,000.00 0.970 11,640.00 0.970 11,640.0 S) ASSEMBLY 65 MODIFY COMMUNICATION HUB ASSEMBLY A LS 35,000.0000 35,000.00 0.990 34,650.00 0.990 34,650.0 S) 66 MODIFY COMMUNICATON HUB ASSEMBLY B LS 110,000.0000 110,000.00 0.850 93,500.00 0.850 93,500.0 S) 67 MODIFY TRANSPORTATION MANAGEMENT CENTER LS 17,000.0000 17,000.00 0.000 0.0 S) 68 SYSTEM TESTING AND DOCUMENTATION LS 60,400.0000 60,400.00 0.300 18,120.00 0.550 33,220.0 S) 1PROGRAM CAS145 PAGE DATE 06/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4353U TIME 12:49 PM ESTIMATE NO. 2 BID OPENING 05/10/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/17/0 R.E. NAME: ABUELHASSAN, AMR DATE OF THIS ESTIMATE 06/24/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 800,007.62 11,588,356.2 0 ADJUSTMENT OF COMPENSATION 0.00 195,297.0 0 EXTRA WORK 114,048.40 587,605.9 0 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 914,056.02 12,371,259.1 069 MOBILIZATION LS 1650,000.0000 1,650,000.00 1.000 1,650,000.0 0 ORIGINAL CONTRACT AMOUNT 16,333,579.20 0 TOTAL WORK COMPLETED 914,056.02 14,021,259.1 0 MATERIALS ON HAND ON SITE 401,503.9 0 MATERIALS ON HAND ELSEWHERE 0.0 0 DEDUCTIONS -2,280.00 -27,589.2 0 TOTAL 911,776.02 14,395,173.8 0 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE 0 MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 0169 MOBILIZATION 1,633,357.92 1,650,000.00 16,642.08 0DATE 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 0 06/07/01 1230 06/22/01 06/22/01 07/03/03 476 15 0 9 80% 97% PROGRESS UNSATISFACTORY ABUELHASSAN, AMR RESIDENT ENGINEER 1 PROGRAM CAS145 PAGE 10 DATE 06/24/03