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 08/26/03 EST. NO.27 TIME 11:10 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 0164 2,539.20 E.W. @ F.A.(+) 060303 N 170 0 0165 1,205.88 061803 N 240-01 0166 208.07 061803 N 240-02 0167 862.37 052303 N 166 0 0168 157.29 060303 N 168 0 0169 107.90 052103 N 169 0 0170 107.90 051303 N 164 0 0171 683.84 052303 N 167 0 0172 142.14 052303 N 165 0 0173 107.90 051303 N 163 0 0174 2,285.57 071103 N 176 0 0175 128.28 060903 N 171 0 0176 55.77 070103 N 173 0 0177 223.09 071703 N 178 0 002 0020 96.40 E.W. @ U.P (+) 070703 N 20 0 0021 299.60 070703 N 0021 0 0022 6.40 070703 N 22 0 0023 477.20 070703 N 21 0 004 0009 875.00 E.W. @ F.A.(+) 051003 N 06 0 006 0042 208.20 E.W. @ F.A.(+) 051303 N 47 0 0043 458.06 040103 N 44 0 0044 327.35 060603 N 52 0 0045 1,265.40 061603 N 53 0 0046 999.49 062403 N 54 0 0047 655.36 062503 N 55 0 0048 924.30 062603 N 56 0 0049 310.45 050503 N 48 0 0050 1,292.22 051403 N 49 0 0051 678.38 052903 N 50 0 012 0024 780.78 E.W. @ F.A.(+) 041703 N 31 0 0025 1,409.04 041803 N 32 0 016 0008 2,851.49 E.W. @ L.S.(+) 082003 N 16-8 0 017 0036 544.39 E.W. @ F.A.(+) 052303 N 33 0 0037 510.06 062503 N 0033 0 0038 215.77 042603 N 032 0 026 0004 13.96 E.W. @ F.A.(+) 071603 N 03B 0 027 0013 1,310.31 E.W. @ F.A.(+) 061003 N 05 0 0014 4,976.01 061103 N 06A 0 0015 2,117.50 061103 N 06B 0 035 0031 394.29 E.W. @ F.A.(+) 052303 N 24 0 0032 84.03 052303 N 25 0 0033 215.20 060203 N 26 0 037 0010 2,717.81 E.W. @ F.A.(+) 071303 N 04A 0 0011 180.22 071303 N 04B 0 049 0025 197.52 E.W. @ F.A.(+) 052903 N 24 0 0026 211.20 051303 N 23 0 054 0005 17,291.00 E.W. @ L.S.(+) 070803 N 04 0 53,709.59 TOTAL THIS ESTIMATE 782,902.96 TOTAL PREVIOUS ESTIMATE 836,612.55 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 08/26/03 EST. NO.27 TIME 11:10 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 -167,617.11 -180,899.31 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 -55,900.00 -55,900.00 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 -223,517.11 -253,441.39 PROGRAM CAS145 PAGE 1 DATE 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4353U4 TIME 11:10 AM ESTIMATE NO. 27 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 08/20/03 R.E. NAME: ABUELHASSAN, AMR DATE OF THIS ESTIMATE 08/26/03 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 0.010 600.00 0.990 59,400.00 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 0.015 2,700.00 0.975 175,500.00 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 18.760 844.20 32.760 1,474.20 S) 10 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.7000 29,070.00 179.000 304.30 35,449.000 60,263.30 S) 11 TEMPORARY PAVEMENT MARKER EA 3.2000 18,464.00 308.000 985.60 8,919.000 28,540.80 S) 12 PORTABLE CHANGEABLE MESSAGE SIGN EA 14,000.0000 28,000.00 0.020 280.00 1.890 26,460.00 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 14,583.410 18,229.26 82,270.840 102,838.55 18 REMOVE PAVEMENT MARKING M2 23.0000 8,510.00 36.910 848.93 52.510 1,207.73 19 REMOVE PAVEMENT MARKER EA 1.0000 8,110.00 3,019.000 3,019.00 10,692.000 10,692.00 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 9,000.00 141.400 8,484.00 PROGRAM CAS145 PAGE 2 DATE 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4353U4 TIME 11:10 AM ESTIMATE NO. 27 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 08/20/03 R.E. NAME: ABUELHASSAN, AMR DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 31.000 19,220.00 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 1.000 325.00 28 RECONSTRUCT CHAIN LINK FENCE M 50.0000 7,500.00 20.800 1,040.00 S) 29 RECONSTRUCT CHAIN LINK GATE EA 1,100.0000 2,200.00 0.300 330.00 S) 30 RESET MAILBOX EA 400.0000 400.00 0.000 0.00 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 4.000 1,120.00 8.000 2,240.00 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 5.000 2,250.00 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 36.020 3,962.20 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 54,566.900 654,802.80 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 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4353U4 TIME 11:10 AM ESTIMATE NO. 27 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 08/20/03 R.E. NAME: ABUELHASSAN, AMR DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 132,000.00 200.000 1,200.00 21,200.000 127,200.00 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 0.107 36,808.00 0.501 172,344.00 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 0.000 0.00 61 AGGREGATE BASE (APPROACH SLAB) M3 100.0000 800.00 0.000 0.00 62 LEAN CONCRETE BASE M3 92.0000 830,760.00 731.550 67,302.60 7,709.720 709,294.24 63 ASPHALT CONCRETE (TYPE A) TONN 52.0000 120,120.00 536.310 27,888.12 2,516.880 130,877.76 64 PLACE ASPHALT CONCRETE DIKE M 6.0000 4,500.00 1,904.800 11,428.80 65 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 31,200.00 703.180 14,063.60 AREA) 66 CONCRETE PAVEMENT M3 135.0000 2,362,500.00 2,918.030 393,934.05 15,137.678 2,043,586.53 67 SEAL PAVEMENT JOINT M 2.2000 77,440.00 8,527.480 18,760.46 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 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4353U4 TIME 11:10 AM ESTIMATE NO. 27 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 08/20/03 R.E. NAME: ABUELHASSAN, AMR DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 34.569 62,224.20 F) 80 MINOR CONCRETE (BACKFILL) M3 100.0000 18,000.00 1.180 118.00 172.920 17,292.00 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 38.000 4,560.00 S) 88 JOINT SEAL (TYPE B - MR 40 MM) M 136.0000 4,352.00 32.000 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 1,862.000 9,310.00 F) WITH WALKWAY) 92 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.0000 5,586.00 1,860.000 5,580.00 1,862.000 5,586.00 SF)WITH WALKWAY) 93 FURNISH SIGN STRUCTURE (TRUSS) KG 4.5000 211,914.00 9,376.000 42,192.00 37,949.000 170,770.50 F) 94 INSTALL SIGN STRUCTURE (TRUSS) KG 0.9000 42,382.80 9,376.000 8,438.40 37,949.000 34,154.10 SF) 95 920 MM CAST-IN-DRILLED-HOLE M 1,400.0000 74,200.00 11.000 15,400.00 42.000 58,800.00 S) CONCRETE PILE (SIGN FOUNDATION) 96 METAL (RAIL MOUNTED SIGN) KG 9.0000 5,040.00 226.000 2,034.00 226.000 2,034.00 97 ROADSIDE SIGN - TWO POST EA 1,300.0000 6,500.00 0.000 0.00 98 ABUTMENT LUMBER BLOCKING M3 3,000.0000 18,000.00 2.000 6,000.00 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 25.790 4,642.20 107.450 19,341.00 (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 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4353U4 TIME 11:10 AM ESTIMATE NO. 27 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 08/20/03 R.E. NAME: ABUELHASSAN, AMR DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 7.320 1,683.60 173.830 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 83.400 22,518.00 157.670 42,570.90 CONSTRUCTION) 12 MINOR CONCRETE (GUTTER DEPRESSION) M3 250.0000 7,750.00 2.220 555.00 23.561 5,890.25 13 MISCELLANEOUS IRON AND STEEL KG 1.1000 7,137.90 740.000 814.00 4,746.000 5,220.60 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 45,050.00 512.900 43,596.50 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 45,990.00 793.000 16,653.00 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 S) 27 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 10,000.00 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 0.000 0.00 30 CONCRETE BARRIER (TYPE 60SE) M 400.0000 14,000.00 60.000 24,000.00 PROGRAM CAS145 PAGE 6 DATE 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4353U4 TIME 11:10 AM ESTIMATE NO. 27 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 08/20/03 R.E. NAME: ABUELHASSAN, AMR DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 62.700 3,448.50 62.700 3,448.50 S) 34 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 50,960.00 16,244.500 12,995.60 21,418.200 17,134.56 S) 35 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.2500 25,740.00 2,570.860 8,355.30 3,703.860 12,037.55 S) 36 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 9,075.00 2,293.000 3,439.50 3,114.000 4,671.00 S) 37 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 20,070.00 2,016.000 6,048.00 2,862.000 8,586.00 S) 38 LIGHTING AND SIGN ILLUMINATION LS 110,000.0000 110,000.00 0.071 7,810.00 0.711 78,210.00 S) 39 MODIFY VEHICLE DETECTION STATION LS 27,000.0000 27,000.00 0.055 1,485.00 S) (LOCATION 1) 40 MODIFY VEHICLE DETECTION STATION LS 30,500.0000 30,500.00 0.226 6,893.00 0.704 21,472.00 S) (LOCATION 2) 41 MODIFY VEHICLE DETECTION STATION LS 33,800.0000 33,800.00 0.284 9,599.20 0.664 22,443.20 S) (LOCATION 3) 42 CLOSED CIRCUIT TELEVISION SYSTEM LS 35,000.0000 35,000.00 0.042 1,470.00 0.998 34,930.00 S) (LOCATION 1) 43 CLOSED CIRCUIT TELEVISION SYSTEM LS 31,000.0000 31,000.00 0.061 1,891.00 0.987 30,597.00 S) (LOCATION 2) 44 CLOSED CIRCUIT TELEVISION SYSTEM LS 37,900.0000 37,900.00 0.054 2,046.60 0.958 36,308.20 S) (LOCATION 3) 45 CLOSED CIRCUIT TELEVISION SYSTEM LS 41,600.0000 41,600.00 0.033 1,372.80 0.921 38,313.60 S) (LOCATION 4) 46 CLOSED CIRCUIT TELEVISION SYSTEM LS 39,500.0000 39,500.00 0.570 22,515.00 S) (LOCATION 5) 47 CLOSED CIRCUIT TELEVISION SYSTEM LS 49,400.0000 49,400.00 0.359 17,734.60 S) (LOCATION 6) 48 CLOSED CIRCUIT TELEVISION SYSTEM LS 29,500.0000 29,500.00 0.033 973.50 0.939 27,700.50 S) (LOCATION 7) 49 CLOSED CIRCUIT TELEVISION SYSTEM LS 28,400.0000 28,400.00 0.035 994.00 0.989 28,087.60 S) (LOCATION 8) 50 CLOSED CIRCUIT TELEVISION SYSTEM LS 38,800.0000 38,800.00 0.070 2,716.00 0.869 33,717.20 S) (LOCATION 9) 51 MODIFY RAMP METERING SYSTEM LS 17,000.0000 17,000.00 0.560 9,520.00 S) (LOCATION 1) 52 MODIFY RAMP METERING SYSTEM LS 8,000.0000 8,000.00 0.750 6,000.00 S) (LOCATION 2) 53 MODIFY RAMP METERING SYSTEM LS 15,600.0000 15,600.00 0.820 12,792.00 S) (LOCATION 3) 54 MODIFY RAMP METERING SYSTEM LS 15,600.0000 15,600.00 0.820 12,792.00 S) (LOCATION 4) 55 MODIFY RAMP METERING SYSTEM LS 15,800.0000 15,800.00 0.790 12,482.00 S) (LOCATION 5) 56 MODIFY RAMP METERING SYSTEM LS 17,500.0000 17,500.00 0.210 3,675.00 0.940 16,450.00 S) (LOCATION 6) 57 MODIFY RAMP METERING SYSTEM LS 18,800.0000 18,800.00 0.135 2,538.00 0.912 17,145.60 S) (LOCATION 7) PROGRAM CAS145 PAGE 7 DATE 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4353U4 TIME 11:10 AM ESTIMATE NO. 27 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 08/20/03 R.E. NAME: ABUELHASSAN, AMR DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.500 5,000.00 0.995 9,950.00 S) (LOCATION 8) 59 MODIFY RAMP METERING SYSTEM LS 22,000.0000 22,000.00 0.180 3,960.00 0.990 21,780.00 S) (LOCATION 9) 60 MODIFY RAMP METERING SYSTEM LS 14,000.0000 14,000.00 0.730 10,220.00 S) (LOCATION 10) 61 RECONSTRUCT CITY LIGHT STANDARD EA 5,000.0000 15,000.00 0.500 2,500.00 S) 62 MODIFY FIBER OPTIC COMMUNICATION LS 142,000.0000 142,000.00 0.767 108,914.00 S) SYSTEM 63 TRAFFIC OPERATION SYSTEM CABINET LS 79,820.0000 79,820.00 0.050 3,991.00 0.990 79,021.80 S) ASSEMBLY 64 MODIFY TRAFFIC OPERATION SYSTEM CABINET LS 12,000.0000 12,000.00 0.030 360.00 1.000 12,000.00 S) ASSEMBLY 65 MODIFY COMMUNICATION HUB ASSEMBLY A LS 35,000.0000 35,000.00 0.990 34,650.00 S) 66 MODIFY COMMUNICATON HUB ASSEMBLY B LS 110,000.0000 110,000.00 0.850 93,500.00 S) 67 MODIFY TRANSPORTATION MANAGEMENT CENTER LS 17,000.0000 17,000.00 0.000 0.00 S) 68 SYSTEM TESTING AND DOCUMENTATION LS 60,400.0000 60,400.00 0.550 33,220.00 S) PROGRAM CAS145 PAGE 8 DATE 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4353U4 TIME 11:10 AM ESTIMATE NO. 27 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 08/20/03 R.E. NAME: ABUELHASSAN, AMR DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 771,528.26 13,105,235.82 ADJUSTMENT OF COMPENSATION 0.00 195,297.04 EXTRA WORK 53,709.59 641,315.51 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 825,237.85 13,941,848.37 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 825,237.85 15,591,848.37 MATERIALS ON HAND ON SITE 145,838.09 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -223,517.11 -253,441.39 TOTAL 601,720.74 15,484,245.07 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 10/20/03 489 15 0 9 88% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU TAKING LIQUIDATED DAMAGE ABUELHASSAN, AMR RESIDENT ENGINEER PROGRAM CAS145 PAGE 9 DATE 08/26/03