PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 10/24/03 EST. NO.29 TIME 10:23 AM 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 0178 668.38 E.W. @ F.A.(+) 060903 N 179 0 0179 5,311.69 060603 N 250-02 0180 981.54 060503 N 250-01 0181 1,146.14 071603 N 1791 0 0182 111.54 072203 N 181 0 0183 182.50 072403 N 182 0 0184 687.27 070103 N 172 0 004 0010 1,575.00 E.W. @ F.A.(+) 080403 N 7 0 0011 500.00 080503 N 08 0 006 0052 197.33 E.W. @ F.A.(+) 062003 N 50-1 0 0053 291.74 062403 N 51 0 0054 1,009.51 072403 N 57 0 0055 649.80 072503 N 58 0 012 0026 2,206.28 E.W. @ F.A.(+) 070703 N 34 0 0027 858.75 012403 N 316 0 0028 560.80 012303 N 315 0 0029 892.80 012703 N 317 0 0030 1,646.36 080703 N 15 0 0031 2,135.45 080403 N 13 0 0032 1,736.79 080103 N A 0 0033 2,247.71 073103 N B 0 0034 1,473.05 073003 N C 0 0035 2,479.51 072803 N 6 0 0036 1,267.05 060903 N D 0 0037 1,502.59 060603 N E 0 0038 1,085.33 060503 N F 0 0039 1,654.07 060403 N G 0 0040 1,871.07 080603 N H 0 0041 429.38 081103 N I 0 0042 1,586.11 081203 N J 0 0043 2,334.10 081303 N K 0 0044 1,383.16 081403 N L 0 013 0167 344.06 E.W. @ F.A.(+) 080703 N 30 0 0168 2,809.77 080503 N 29 0 0169 107.82 080403 N 28 0 0170 1,088.76 031402 N 9 0 0171 1,093.51 040102 N 12 0 021 0131 111.00 E.W. @ U.P (+) 080703 N 40 0 024 0002 1,445.33 E.W. @ F.A.(+) 103001 N 2 0 0003 342.30 050603 N 24 0 025 0017 246.27 E.W. @ F.A.(+) 073103 N 14 0 026 0005 62.22 E.W. @ F.A.(+) 072203 N 4 0 057 0009 120,233.97 A.C. @ L.S.(+) 092103 N A 0 170,547.81 TOTAL THIS ESTIMATE 1,087,915.73 TOTAL PREVIOUS ESTIMATE 1,258,463.54 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 10/24/03 EST. NO.29 TIME 10:23 AM R.E. NAME: ABUELHASSAN, AMR 08-4353U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 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 RAMP CONC. CYLINDER -2,335.00 26 AGGREGATES OUT OF CC -6,867.11 27 RESTAKE CHARGES -750.00 27 SWPPP VIOLATION/25% -160,000.00 27 SWPPP VIOLATION/25% 160,000.00 28 0.00 -20,899.31 LABOR COMPLIANCE VIOLATION 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 LIQUIDATED DAMAGES 43 DAYS @ $1300./DAY -55,900.00 27 31 DAYS @ $1300./DAY -40,300.00 28 30 DAYS @ $1300./DAY -39,000.00 29 -39,000.00 -135,200.00 OVERBID ITEMS 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 -39,000.00 -172,741.39 PROGRAM CAS145 PAGE 1 DATE 10/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4353U4 TIME 10:23 AM ESTIMATE NO. 29 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 10/20/03 R.E. NAME: ABUELHASSAN, AMR DATE OF THIS ESTIMATE 10/24/03 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 $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 5,500.0000 5,500.00 0.750 4,125.00 02 TIME-RELATED OVERHEAD WDAY 1,200.0000 576,000.00 489.000 586,800.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 20.0000 5,200.00 284.000 5,680.00 04 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 0.750 3,000.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 60,000.0000 60,000.00 1.000 60,000.00 06 CONSTRUCTION AREA SIGNS LS 19,000.0000 19,000.00 0.820 15,580.00 S) 07 TRAFFIC CONTROL SYSTEM LS 180,000.0000 180,000.00 0.990 178,200.00 S) 08 TYPE III BARRICADE EA 130.0000 1,690.00 31.000 4,030.00 S) 09 TEMPORARY PAVEMENT MARKING (PAINT) M2 45.0000 1,080.00 32.760 1,474.20 S) 10 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.7000 29,070.00 35,449.000 60,263.30 S) 11 TEMPORARY PAVEMENT MARKER EA 3.2000 18,464.00 8,919.000 28,540.80 S) 12 PORTABLE CHANGEABLE MESSAGE SIGN EA 14,000.0000 28,000.00 1.910 26,740.00 S) 13 TEMPORARY RAILING (TYPE K) M 15.0000 128,100.00 15,375.300 230,629.50 S) 14 TEMPORARY CRASH CUSHION MODULE EA 290.0000 37,700.00 371.000 107,590.00 S) 15 TEMPORARY TRAFFIC SCREEN M 4.0000 34,160.00 14,125.000 56,500.00 S) 16 REMOVE METAL BEAM GUARD RAILING M 40.0000 6,800.00 145.700 5,828.00 17 REMOVE TRAFFIC STRIPE M 1.2500 82,875.00 85,329.490 106,661.86 18 REMOVE PAVEMENT MARKING M2 23.0000 8,510.00 60.310 1,387.13 19 REMOVE PAVEMENT MARKER EA 1.0000 8,110.00 10,748.000 10,748.00 20 REMOVE ROADSIDE SIGN EA 200.0000 400.00 7.000 1,400.00 21 REMOVE SIGN STRUCTURE EA 3,600.0000 36,000.00 10.000 36,000.00 22 REMOVE CULVERT M 60.0000 9,000.00 145.800 8,748.00 PROGRAM CAS145 PAGE 2 DATE 10/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4353U4 TIME 10:23 AM ESTIMATE NO. 29 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 10/20/03 R.E. NAME: ABUELHASSAN, AMR DATE OF THIS ESTIMATE 10/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ROCK SLOPE PROTECTION M3 225.0000 495.00 0.000 0.00 24 REMOVE INLET EA 620.0000 24,180.00 8.000 4,960.00 40.000 24,800.00 25 REMOVE HEADWALL EA 1,000.0000 3,000.00 5.000 5,000.00 26 REMOVE CONCRETE PAVEMENT AND BASE M2 37.0000 4,440.00 124.500 4,606.50 27 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 325.0000 2,600.00 4.000 1,300.00 5.000 1,625.00 28 RECONSTRUCT CHAIN LINK FENCE M 50.0000 7,500.00 93.800 4,690.00 S) 29 RECONSTRUCT CHAIN LINK GATE EA 1,100.0000 2,200.00 1.000 1,100.00 S) 30 RESET MAILBOX EA 400.0000 400.00 2.000 800.00 31 RESET STREET SIGN EA 150.0000 300.00 0.000 0.00 32 RELOCATE ROADSIDE SIGN-ONE POST EA 280.0000 3,920.00 12.000 3,360.00 33 RELOCATE ROADSIDE SIGN-TWO POST EA 800.0000 12,800.00 5.000 4,000.00 34 ADJUST MANHOLE TO GRADE EA 450.0000 3,600.00 8.000 3,600.00 35 ADJUST VALVE BOX FRAME AND COVER TO EA 500.0000 3,500.00 9.000 4,500.00 GRADE 36 REMOVE CONCRETE (CHANNEL) M3 110.0000 14,300.00 168.000 18,480.00 37 REMOVE CONCRETE BARRIER (TYPE 50) M 95.0000 3,230.00 60.000 5,700.00 38 REMOVE CONCRETE (MISCELLANEOUS) M3 110.0000 6,600.00 10.080 1,108.80 46.100 5,071.00 39 REMOVE SOUND WALL M2 50.0000 6,000.00 114.000 5,700.00 40 BRIDGE REMOVAL LS 80,000.0000 80,000.00 1.000 80,000.00 41 BRIDGE REMOVAL (PORTION), LOCATION A LS 6,000.0000 6,000.00 1.000 6,000.00 42 BRIDGE REMOVAL (PORTION), LOCATION B LS 6,000.0000 6,000.00 1.000 6,000.00 43 BRIDGE REMOVAL (PORTION), LOCATION C LS 12,000.0000 12,000.00 1.000 12,000.00 44 CLEARING AND GRUBBING LS 96,000.0000 96,000.00 1.000 96,000.00 45 REMOVE TREE EA 350.0000 45,500.00 175.000 61,250.00 46 DEVELOP WATER SUPPLY LS 32,000.0000 32,000.00 1.000 32,000.00 47 ROADWAY EXCAVATION M3 12.0000 549,600.00 140.870 1,690.44 55,268.510 663,222.12 48 ROADWAY EXCAVATION (TYPE Y) M3 10.0000 33,600.00 3,338.000 33,380.00 49 STRUCTURE EXCAVATION (BRIDGE) M3 40.0000 96,600.00 2,415.000 96,600.00 F) PROGRAM CAS145 PAGE 3 DATE 10/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4353U4 TIME 10:23 AM ESTIMATE NO. 29 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 10/20/03 R.E. NAME: ABUELHASSAN, AMR DATE OF THIS ESTIMATE 10/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE EXCAVATION (RETAINING WALL) M3 8.5000 287,300.00 34,385.000 292,272.50 51 STRUCTURE BACKFILL (BRIDGE) M3 35.0000 85,225.00 2,435.000 85,225.00 F) 52 STRUCTURE BACKFILL (RETAINING WALL) M3 6.0000 132,000.00 1,000.000 6,000.00 22,600.000 135,600.00 53 PERVIOUS BACKFILL MATERIAL (RETAINING M3 60.0000 106,800.00 1,780.000 106,800.00 WALL) 54 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000.00 55 HIGHWAY PLANTING LS 275,000.0000 275,000.00 0.065 17,875.00 S) 56 MAINTAIN EXISTING PLANTS LS 100,000.0000 100,000.00 0.256 25,600.00 S) 57 PLANT ESTABLISHMENT WORK LS 85,000.0000 85,000.00 0.000 0.00 S) 58 IRRIGATION SYSTEM LS 344,000.0000 344,000.00 0.220 75,680.00 0.863 296,872.00 S) 59 EXTEND 200 MM CONDUIT M 450.0000 58,500.00 30.000 13,500.00 60 CLASS 2 AGGREGATE BASE M3 45.0000 21,600.00 19.010 855.45 19.010 855.45 61 AGGREGATE BASE (APPROACH SLAB) M3 100.0000 800.00 0.000 0.00 62 LEAN CONCRETE BASE M3 92.0000 830,760.00 102.540 9,433.68 8,941.160 822,586.72 63 ASPHALT CONCRETE (TYPE A) TONN 52.0000 120,120.00 993.970 51,686.44 4,052.610 210,735.72 64 PLACE ASPHALT CONCRETE DIKE M 6.0000 4,500.00 521.000 3,126.00 3,085.100 18,510.60 65 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 31,200.00 317.000 6,340.00 1,020.180 20,403.60 AREA) 66 CONCRETE PAVEMENT M3 135.0000 2,362,500.00 17,965.388 2,425,327.38 67 SEAL PAVEMENT JOINT M 2.2000 77,440.00 8,630.300 18,986.66 17,157.780 37,747.12 68 FURNISH PILING (CLASS 625) M 60.0000 108,480.00 1,771.390 106,283.40 69 DRIVE PILE (CLASS 625) EA 1,050.0000 172,200.00 164.000 172,200.00 S) 70 FURNISH PILING (CLASS 400) M 52.0000 31,720.00 605.295 31,475.34 71 DRIVE PILE (CLASS 400) EA 1,100.0000 63,800.00 58.000 63,800.00 S) 72 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 60.0000 1,200.00 20.000 1,200.00 S) PILING (BARRIER) 73 PRESTRESSING CAST-IN-PLACE CONCRETE LS 38,000.0000 38,000.00 1.000 38,000.00 S) 74 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 113,100.00 377.000 113,100.00 F) 75 STRUCTURAL CONCRETE, BRIDGE M3 500.0000 660,000.00 1,320.000 660,000.00 F) 76 STRUCTURAL CONCRETE, RETAINING WALL M3 200.0000 1,737,600.00 8,767.000 1,753,400.00 F) PROGRAM CAS145 PAGE 4 DATE 10/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4353U4 TIME 10:23 AM ESTIMATE NO. 29 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 10/20/03 R.E. NAME: ABUELHASSAN, AMR DATE OF THIS ESTIMATE 10/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 89,600.00 128.000 89,600.00 F) (TYPE N) 78 STRUCTURAL CONCRETE, APPROACH SLAB M3 425.0000 32,300.00 76.000 32,300.00 F) (TYPE R) 79 MINOR CONCRETE (MINOR STRUCTURE) M3 1,800.0000 75,600.00 4.500 8,100.00 40.688 73,238.40 F) 80 MINOR CONCRETE (BACKFILL) M3 100.0000 18,000.00 2.420 242.00 193.625 19,362.50 81 FRACTURED RIB TEXTURE M2 25.0000 125,250.00 6,425.000 160,625.00 82 DRILL AND BOND DOWEL M 120.0000 7,560.00 95.000 11,400.00 83 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,000.0000 117,000.00 13.000 117,000.00 GIRDER (25 M - 30 M) 84 ERECT PRECAST PRESTRESSED CONCRETE EA 1,600.0000 20,800.00 13.000 20,800.00 S) GIRDER 85 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 160.0000 19,840.00 105.000 16,800.00 SF) 86 SOUND WALL (MASONRY BLOCK) M2 200.0000 22,600.00 0.000 0.00 SF) 87 JOINT SEAL (MR 20 MM) M 120.0000 9,000.00 19.000 2,280.00 57.000 6,840.00 S) 88 JOINT SEAL (TYPE B - MR 40 MM) M 136.0000 4,352.00 32.000 4,352.00 S) 89 BAR REINFORCING STEEL (BRIDGE) KG 1.1300 209,050.00 185,000.000 209,050.00 S) 90 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2500 729,937.50 595,911.000 744,888.75 SF) 91 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 5.0000 9,310.00 1,862.000 9,310.00 F) WITH WALKWAY) 92 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.0000 5,586.00 1,862.000 5,586.00 SF)WITH WALKWAY) 93 FURNISH SIGN STRUCTURE (TRUSS) KG 4.5000 211,914.00 9,143.000 41,143.50 47,092.000 211,914.00 F) 94 INSTALL SIGN STRUCTURE (TRUSS) KG 0.9000 42,382.80 9,143.000 8,228.70 47,092.000 42,382.80 SF) 95 920 MM CAST-IN-DRILLED-HOLE M 1,400.0000 74,200.00 11.000 15,400.00 53.000 74,200.00 S) CONCRETE PILE (SIGN FOUNDATION) 96 METAL (RAIL MOUNTED SIGN) KG 9.0000 5,040.00 226.000 2,034.00 97 ROADSIDE SIGN - TWO POST EA 1,300.0000 6,500.00 2.000 2,600.00 2.000 2,600.00 98 ABUTMENT LUMBER BLOCKING M3 3,000.0000 18,000.00 6.000 18,000.00 F) 99 TIMBER RETAINING WALL M 100.0000 400.00 3.960 396.00 00 600 MM REINFORCED CONCRETE PIPE M 900.0000 1,800.00 1.800 1,620.00 01 900 MM REINFORCED CONCRETE PIPE M 600.0000 2,400.00 3.200 1,920.00 02 300 MM REINFORCED CONCRETE PIPE M 180.0000 21,600.00 112.250 20,205.00 (CLASS V) 03 450 MM REINFORCED CONCRETE PIPE M 330.0000 1,650.00 4.100 1,353.00 (CLASS V) PROGRAM CAS145 PAGE 5 DATE 10/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4353U4 TIME 10:23 AM ESTIMATE NO. 29 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 10/20/03 R.E. NAME: ABUELHASSAN, AMR DATE OF THIS ESTIMATE 10/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 365 MM X 575 MM OVAL SHAPED REINFORCED M 230.0000 46,000.00 173.830 39,980.90 CONCRETE PIPE (CLASS V) 05 GEOCOMPOSITE DRAIN M2 35.0000 9,450.00 270.000 9,450.00 06 JACKED WELDED STEEL PIPE LS 520,000.0000 520,000.00 0.989 514,280.00 07 ROCK SLOPE PROTECTION M3 425.0000 3,400.00 0.000 0.00 (FACING, METHOD B) 08 SLOPE PAVING (CONCRETE) M3 10.0000 290.00 0.000 0.00 F) 09 MINOR CONCRETE (CHANNEL LINING) M3 380.0000 49,400.00 53.900 20,482.00 10 ROCK SLOPE PROTECTION FABRIC M2 45.0000 1,575.00 0.000 0.00 11 MINOR CONCRETE (MISCELLANEOUS M3 270.0000 145,800.00 308.670 83,340.90 CONSTRUCTION) 12 MINOR CONCRETE (GUTTER DEPRESSION) M3 250.0000 7,750.00 3.993 998.25 27.554 6,888.50 13 MISCELLANEOUS IRON AND STEEL KG 1.1000 7,137.90 888.000 976.80 5,634.000 6,197.40 SF) 14 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 7,050.00 1,175.000 7,050.00 SF) 15 SURVEY MONUMENT (STRUCTURE MOUNTED) EA 130.0000 260.00 0.000 0.00 16 SURVEY MONUMENT (TYPE A) EA 300.0000 1,200.00 0.000 0.00 17 SURVEY MONUMENT (TYPE D) EA 650.0000 650.00 0.000 0.00 18 DELINEATOR (CLASS 1) EA 60.0000 480.00 0.000 0.00 19 METAL BEAM GUARD RAILING (WOOD POST) M 85.0000 45,050.00 -3.200 -272.00 528.100 44,888.50 S) 20 CHAIN LINK RAILING (TYPE 7) M 125.0000 18,125.00 145.000 18,125.00 SF) 21 CONCRETE BARRIER (TYPE 26 MODIFIED) M 210.0000 30,450.00 145.000 30,450.00 F) 22 CONCRETE BARRIER (TYPE 27SV) M 600.0000 4,200.00 7.000 4,200.00 23 CONCRETE BARRIER (TYPE 27 MODIFIED) M 180.0000 11,700.00 65.000 11,700.00 F) 24 CABLE RAILING M 21.0000 45,990.00 461.000 9,681.00 2,183.000 45,843.00 S) 25 END SECTION EA 120.0000 240.00 1.000 120.00 S) 26 TERMINAL SYSTEM (TYPE ET) EA 2,700.0000 10,800.00 1.000 2,700.00 3.000 8,100.00 S) 27 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 10,000.00 -1.000 -2,000.00 4.000 8,000.00 S) 28 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 550.0000 2,750.00 4.000 2,200.00 S) 29 CONCRETE BARRIER (TYPE 60D) M 90.0000 197,100.00 858.000 77,220.00 1,965.000 176,850.00 30 CONCRETE BARRIER (TYPE 60SE) M 400.0000 14,000.00 60.000 24,000.00 PROGRAM CAS145 PAGE 6 DATE 10/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4353U4 TIME 10:23 AM ESTIMATE NO. 29 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 10/20/03 R.E. NAME: ABUELHASSAN, AMR DATE OF THIS ESTIMATE 10/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 CONCRETE BARRIER (TYPE 732) M 175.0000 19,775.00 113.000 19,775.00 F) 32 CONCRETE BARRIER (TYPE 732A) M 170.0000 132,600.00 772.000 131,240.00 33 THERMOPLASTIC PAVEMENT MARKING M2 55.0000 6,050.00 54.200 2,981.00 S) 34 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 50,960.00 21,418.200 17,134.56 S) 35 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.2500 25,740.00 3,703.860 12,037.55 S) 36 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 9,075.00 3,300.000 4,950.00 S) 37 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 20,070.00 2,908.000 8,724.00 S) 38 LIGHTING AND SIGN ILLUMINATION LS 110,000.0000 110,000.00 0.209 22,990.00 0.993 109,230.00 S) 39 MODIFY VEHICLE DETECTION STATION LS 27,000.0000 27,000.00 0.441 11,907.00 0.496 13,392.00 S) (LOCATION 1) 40 MODIFY VEHICLE DETECTION STATION LS 30,500.0000 30,500.00 0.138 4,209.00 0.999 30,469.50 S) (LOCATION 2) 41 MODIFY VEHICLE DETECTION STATION LS 33,800.0000 33,800.00 0.119 4,022.20 0.949 32,076.20 S) (LOCATION 3) 42 CLOSED CIRCUIT TELEVISION SYSTEM LS 35,000.0000 35,000.00 0.998 34,930.00 S) (LOCATION 1) 43 CLOSED CIRCUIT TELEVISION SYSTEM LS 31,000.0000 31,000.00 0.011 341.00 0.998 30,938.00 S) (LOCATION 2) 44 CLOSED CIRCUIT TELEVISION SYSTEM LS 37,900.0000 37,900.00 0.042 1,591.80 1.000 37,900.00 S) (LOCATION 3) 45 CLOSED CIRCUIT TELEVISION SYSTEM LS 41,600.0000 41,600.00 0.079 3,286.40 1.000 41,600.00 S) (LOCATION 4) 46 CLOSED CIRCUIT TELEVISION SYSTEM LS 39,500.0000 39,500.00 0.120 4,740.00 1.000 39,500.00 S) (LOCATION 5) 47 CLOSED CIRCUIT TELEVISION SYSTEM LS 49,400.0000 49,400.00 0.370 18,278.00 0.999 49,350.60 S) (LOCATION 6) 48 CLOSED CIRCUIT TELEVISION SYSTEM LS 29,500.0000 29,500.00 0.060 1,770.00 0.999 29,470.50 S) (LOCATION 7) 49 CLOSED CIRCUIT TELEVISION SYSTEM LS 28,400.0000 28,400.00 0.011 312.40 1.000 28,400.00 S) (LOCATION 8) 50 CLOSED CIRCUIT TELEVISION SYSTEM LS 38,800.0000 38,800.00 0.130 5,044.00 0.999 38,761.20 S) (LOCATION 9) 51 MODIFY RAMP METERING SYSTEM LS 17,000.0000 17,000.00 0.440 7,480.00 1.000 17,000.00 S) (LOCATION 1) 52 MODIFY RAMP METERING SYSTEM LS 8,000.0000 8,000.00 0.250 2,000.00 1.000 8,000.00 S) (LOCATION 2) 53 MODIFY RAMP METERING SYSTEM LS 15,600.0000 15,600.00 0.180 2,808.00 1.000 15,600.00 S) (LOCATION 3) 54 MODIFY RAMP METERING SYSTEM LS 15,600.0000 15,600.00 0.180 2,808.00 1.000 15,600.00 S) (LOCATION 4) 55 MODIFY RAMP METERING SYSTEM LS 15,800.0000 15,800.00 0.210 3,318.00 1.000 15,800.00 S) (LOCATION 5) 56 MODIFY RAMP METERING SYSTEM LS 17,500.0000 17,500.00 0.060 1,050.00 1.000 17,500.00 S) (LOCATION 6) 57 MODIFY RAMP METERING SYSTEM LS 18,800.0000 18,800.00 0.087 1,635.60 0.999 18,781.20 S) (LOCATION 7) PROGRAM CAS145 PAGE 7 DATE 10/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4353U4 TIME 10:23 AM ESTIMATE NO. 29 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 10/20/03 R.E. NAME: ABUELHASSAN, AMR DATE OF THIS ESTIMATE 10/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 MODIFY RAMP METERING SYSTEM LS 10,000.0000 10,000.00 0.005 50.00 1.000 10,000.00 S) (LOCATION 8) 59 MODIFY RAMP METERING SYSTEM LS 22,000.0000 22,000.00 0.010 220.00 1.000 22,000.00 S) (LOCATION 9) 60 MODIFY RAMP METERING SYSTEM LS 14,000.0000 14,000.00 0.270 3,780.00 1.000 14,000.00 S) (LOCATION 10) 61 RECONSTRUCT CITY LIGHT STANDARD EA 5,000.0000 15,000.00 0.010 50.00 0.510 2,550.00 S) 62 MODIFY FIBER OPTIC COMMUNICATION LS 142,000.0000 142,000.00 0.164 23,288.00 0.948 134,616.00 S) SYSTEM 63 TRAFFIC OPERATION SYSTEM CABINET LS 79,820.0000 79,820.00 0.010 798.20 1.000 79,820.00 S) ASSEMBLY 64 MODIFY TRAFFIC OPERATION SYSTEM CABINET LS 12,000.0000 12,000.00 1.000 12,000.00 S) ASSEMBLY 65 MODIFY COMMUNICATION HUB ASSEMBLY A LS 35,000.0000 35,000.00 0.010 350.00 1.000 35,000.00 S) 66 MODIFY COMMUNICATON HUB ASSEMBLY B LS 110,000.0000 110,000.00 0.150 16,500.00 1.000 110,000.00 S) 67 MODIFY TRANSPORTATION MANAGEMENT CENTER LS 17,000.0000 17,000.00 1.000 17,000.00 1.000 17,000.00 S) 68 SYSTEM TESTING AND DOCUMENTATION LS 60,400.0000 60,400.00 0.350 21,140.00 0.900 54,360.00 S) PROGRAM CAS145 PAGE 8 DATE 10/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4353U4 TIME 10:23 AM ESTIMATE NO. 29 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 10/20/03 R.E. NAME: ABUELHASSAN, AMR DATE OF THIS ESTIMATE 10/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 531,233.32 14,445,191.20 ADJUSTMENT OF COMPENSATION 120,233.97 558,494.54 EXTRA WORK 50,313.84 699,969.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 701,781.13 15,703,654.74 69 MOBILIZATION LS 1650,000.0000 1,650,000.00 1.000 1,650,000.00 ORIGINAL CONTRACT AMOUNT 16,333,579.20 TOTAL WORK COMPLETED 701,781.13 17,353,654.74 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -39,000.00 -172,741.39 TOTAL 662,781.13 17,180,913.35 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 169 MOBILIZATION 1,633,357.92 1,650,000.00 16,642.08 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 06/07/01 1230 06/22/01 06/22/01 11/30/03 489 15 0 9 95% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU TAKING LIQUIDATED DAMAGE ABUELHASSAN, AMR RESIDENT ENGINEER PROGRAM CAS145 PAGE 8 DATE 10/24/03