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 04/23/04 EST. NO.16 TIME 11:53 AM R.E. NAME: ALI, MASHHUR 07-1198U4 --------------------------------------------------------------------------- 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 0047 855.57 E.W. @ F.A.(+) 123003 N 197.00 0048 1,251.04 123003 N 195.00 0049 848.15 122903 N 189.00 0051 773.66 030104 N 266.00 0053 358.19 031104 N 272.00 0054 292.41 010804 N 207.00 0055 221.04 012004 N 221.00 004 0008 32.32 E.W. @ F.A.(+) 012904 N 237.00 0009 660.42 021004 N 276.00 0010 701.37 021104 N 277.00 005 0045 778.31 E.W. @ F.A.(+) 122903 N 188.00 0047 913.60 122303 N 186.00 0048 1,205.25 121903 N 183.00 0052 256.66 021204 N 252.00 0053 471.72 021304 N 253.00 0055 766.03 022004 N 257.00 0057 174.82 022304 N 259.00 0058 484.54 022404 N 260.00 0059 333.38 022504 N 261.00 0061 539.60 030104 N 264.00 0062 495.32 030304 N 268.00 0065 497.21 020904 N 239.00 0066 455.67 031604 N 287.00 0067 755.61 031704 N 288.00 0068 1,320.86 031704 N 285.00 007 0001 3,761.34 E.W. @ F.A.(+) 062703 N 36.0 0 0004 2,700.64 052703 N 44.0 0 0010 1,176.78 070303 N 51.0 0 0015 2,989.16 111403 N 142.00 0016 2,554.26 111903 N 148.00 0017 1,617.07 123003 N 4210 0 0018 1,020.43 122203 N 184.00 0019 654.80 121603 N 179.00 0021 333.02 061603 N 31 0 0022 479.60 041003 N 8 0 0023 2,001.61 052103 N 30 0 019 0013 2,748.55 E.W. @ F.A.(+) 120903 N 160.00 0018 3,013.74 121203 N 172.00 0019 3,027.44 121503 N 174.00 0020 3,027.44 121603 N 176.00 0021 813.29 021604 N 254.00 0022 3,268.48 021004 N 275.00 023 0003 1,630.31 E.W. @ F.A.(+) 012304 N 226.00 0006 1,677.99 012904 N 233.00 0007 1,140.95 012704 N 231.00 55,079.65 TOTAL THIS ESTIMATE 248,602.66 TOTAL PREVIOUS ESTIMATE 303,682.31 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 04/23/04 EST. NO.16 TIME 11:53 AM R.E. NAME: ALI, MASHHUR 07-1198U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PAYROLLS MAY -10,000.00 05 PAYROLLS MAY 10,000.00 06 PAYROLLS JUNE -10,000.00 06 PAYROLLS JULY -10,000.00 07 PAYROLLS AUG -10,000.00 08 PAYROLLS JULY 10,000.00 08 PAYROLLS JUNE 10,000.00 09 PAYROLLS AUG 10,000.00 09 OCTOBER PAYROLL -10,000.00 11 NOVEMBER PAYROLL -10,000.00 12 OCTOBER PAYROLL 10,000.00 12 DEC PAYROLL -10,000.00 13 JAN PAYROLL -10,000.00 14 DEC PAYROLL 10,000.00 16 JAN PAYROLL 10,000.00 16 20,000.00 -10,000.00 TOTAL DEDUCTIONS 20,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 04/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1198U4 TIME 11:53 AM ESTIMATE NO. 16 BID OPENING 09/26/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 04/23/04 LOCATION PROGRESS ESTIMATE 07-LA-405-21.3/26.4 ----------------- BALFOUR BEATTY CONSTRUCTION LOS ANGELES COUNTY IN AND NEAR INC INGLEWOOD, LOS ANGELES AND CULVER 1255 EAST HIGHLAND AVE STE 21 CITY AT VARIOUS LOCATIONS SAN BERNARDINO CA 92404 FED. AID NO. ACNH-405 -3(32)N ,I-405 -3(32)N HOV LANE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.760 7,600.00 02 TIME-RELATED OVERHEAD DAY 1,935.0000 1,489,950.00 21.000 40,635.00 284.000 549,540.00 03 TEMPORARY FENCE M 68.0000 4,080.00 0.000 0.00 S) (TYPE CL-2.4, SLATTED WITH BARBED WIRE) 04 TEMPORARY FENCE (TYPE CL-2.4, SLATTED) M 70.0000 5,950.00 88.000 6,160.00 05 TEMPORARY FENCE (TYPE CL-1.8, SLATTED) M 47.0000 62,040.00 1,230.750 57,845.25 06 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.750 2,250.00 PREVENTION PLAN 07 WATER POLLUTION CONTROL LS 300,000.0000 300,000.00 0.150 45,000.00 0.500 150,000.00 08 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.580 17,400.00 S) 09 TRAFFIC CONTROL SYSTEM LS 1100,000.0000 1,100,000.00 0.190 209,000.00 0.500 550,000.00 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 37.0000 12,950.00 10.000 370.00 254.000 9,398.00 S) 11 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,200.0000 6,000.00 1.000 1,200.00 3.000 3,600.00 12 TEMPORARY RAILING (TYPE K) M 35.0000 1,039,500.00 2,892.000 101,220.00 13,431.930 470,117.55 S) 13 TEMPORARY CRASH CUSHION MODULE EA 250.0000 65,750.00 168.000 42,000.00 S) 14 REMOVE WOOD FENCE M 35.0000 3,045.00 89.000 3,115.00 15 REMOVE STEEL FENCE M2 50.0000 7,000.00 356.350 17,817.50 16 REMOVE CHAIN LINK FENCE M 15.0000 16,125.00 1,355.250 20,328.75 17 REMOVE METAL BEAM GUARD RAILING M 18.0000 47,160.00 87.650 1,577.70 2,274.650 40,943.70 18 REMOVE TRAFFIC STRIPE M 1.1000 48,510.00 9,268.960 10,195.86 40,356.890 44,392.58 S) 19 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.2500 70,375.00 1,443.520 1,804.40 1,531.520 1,914.40 20 REMOVE YELLOW TRAFFIC STRIPE M 1.6500 32,670.00 990.000 1,633.50 5,412.000 8,929.80 21 TEST YELLOW TRAFFIC STRIPE LS 1,200.0000 1,200.00 1.000 1,200.00 22 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 17.0000 1,870.00 25.220 428.74 45.010 765.17 PROGRAM CAS145 PAGE 2 DATE 04/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1198U4 TIME 11:53 AM ESTIMATE NO. 16 BID OPENING 09/26/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 04/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PAVEMENT MARKER EA 0.7500 29,325.00 9,281.000 6,960.75 33,600.000 25,200.00 24 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 3,600.00 18.000 1,800.00 25 REMOVE ROADSIDE SIGN (METAL POST) EA 200.0000 1,400.00 0.000 0.00 26 REMOVE ROADSIDE SIGN EA 100.0000 1,500.00 2.000 200.00 (STRAP AND SADDLE BRACKET METHOD) 27 REMOVE SIGN STRUCTURE EA 4,000.0000 88,000.00 6.000 24,000.00 28 REMOVE ASPHALT CONCRETE DIKE M 5.0000 12,100.00 1,967.500 9,837.50 29 REMOVE PIPE M 50.0000 115,500.00 153.800 7,690.00 787.550 39,377.50 30 REMOVE INLET EA 500.0000 50,500.00 10.000 5,000.00 35.000 17,500.00 31 REMOVE SOUND WALL (RESIDENCE BLOCK) M2 20.0000 4,800.00 240.000 4,800.00 WALL 32 REMOVE MASONRY WALL M2 40.0000 2,520.00 0.000 0.00 33 REMOVE RETAINING WALL (WOOD) M 200.0000 4,000.00 20.000 4,000.00 34 RECONSTRUCT STEEL FENCE LS 1,040.0000 1,040.00 0.000 0.00 35 RECONSTRUCT METAL BEAM GUARD RAILING M 75.0000 1,500.00 0.000 0.00 36 ADJUST MANHOLE TO GRADE EA 1,200.0000 7,200.00 0.000 0.00 37 MODIFY INLET EA 1,500.0000 19,500.00 12.000 18,000.00 38 REMOVE CONCRETE M3 200.0000 2,200.00 11.050 2,210.00 39 REMOVE CONCRETE CURB M 18.0000 102,240.00 4,992.150 89,858.70 40 REMOVE CONCRETE BARRIER M 20.0000 146,200.00 0.000 0.00 S) 41 REMOVE CONCRETE STRUCTURE M 45.0000 30,150.00 500.010 22,500.45 (WATER BARRIER WALL) 42 CAP INLET EA 1,000.0000 13,000.00 8.000 8,000.00 43 REMOVE CRASH CUSHION EA 1,000.0000 1,000.00 0.000 0.00 44 REMOVE CRASH CUSHION (SAND FILLED) EA 175.0000 2,100.00 12.000 2,100.00 45 BRIDGE REMOVAL (PORTION), LOCATION A LS 13,000.0000 13,000.00 0.000 0.00 46 BRIDGE REMOVAL (PORTION), LOCATION B LS 15,000.0000 15,000.00 1.000 15,000.00 47 BRIDGE REMOVAL (PORTION), LOCATION C LS 6,000.0000 6,000.00 0.000 0.00 48 BRIDGE REMOVAL (PORTION), LOCATION D LS 3,000.0000 3,000.00 0.000 0.00 49 BRIDGE REMOVAL (PORTION), LOCATION E LS 12,000.0000 12,000.00 1.000 12,000.00 PROGRAM CAS145 PAGE 3 DATE 04/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1198U4 TIME 11:53 AM ESTIMATE NO. 16 BID OPENING 09/26/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 04/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 BRIDGE REMOVAL (PORTION), LOCATION F LS 50,000.0000 50,000.00 0.750 37,500.00 51 CLEARING AND GRUBBING LS 35,000.0000 35,000.00 0.030 1,050.00 1.000 35,000.00 52 ROADWAY EXCAVATION M3 16.0000 905,600.00 6,390.730 102,251.68 23,455.700 375,291.20 53 ROADWAY EXCAVATION (TYPE Y) M3 20.0000 10,400.00 4,110.500 82,210.00 (AERIALLY DEPOSITED LEAD) 54 ROADWAY EXCAVATION (TYPE Z-2) M3 130.0000 243,100.00 2,304.200 299,546.00 (AERIALLY DEPOSITED LEAD) 55 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 56 STRUCTURE EXCAVATION (RETAINING WALL) M3 2.0000 5,900.00 2,950.000 5,900.00 57 STRUCTURE EXCAVATION (TYPE Z-2) M3 127.0000 83,820.00 660.000 83,820.00 (AERIALLY DEPOSITED LEAD) 58 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 11.0000 124,069.00 563.950 6,203.45 10,940.630 120,346.93 F) 59 STRUCTURE BACKFILL (RETAINING WALL) M3 15.0000 28,200.00 658.000 9,870.00 1,598.000 23,970.00 60 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 8.0000 6,520.00 0.000 0.00 F) 61 SOIL NAIL ASSEMBLY M 44.0000 552,200.00 628.000 27,632.00 12,174.000 535,656.00 S) 62 SOIL ANCHOR M 60.0000 28,260.00 471.000 28,260.00 S) 63 SOIL NAIL WALL MONITORING SYSTEM LS 14,000.0000 14,000.00 0.000 0.00 64 HIGHWAY PLANTING LS 143,000.0000 143,000.00 0.000 0.00 S) 65 TRANSPLANT PALM TREE EA 5,800.0000 11,600.00 2.000 11,600.00 S) 66 PLANT ESTABLISHMENT WORK LS 25,200.0000 25,200.00 0.000 0.00 S) 67 IRRIGATION SYSTEM LS 200,000.0000 200,000.00 0.000 0.00 S) 68 NPS 2.5 SUPPLY LINE (BRIDGE) M 165.0000 37,950.00 0.000 0.00 S) 69 200 MM WELDED STEEL PIPE CONDUIT M 300.0000 13,200.00 0.000 0.00 S) (6.35 MM THICK) 70 EXTEND 200 MM CONDUIT M 500.0000 1,000.00 0.000 0.00 S) 71 CLASS 3 AGGREGATE BASE M3 16.0000 321,600.00 610.400 9,766.40 6,380.020 102,080.32 72 LEAN CONCRETE BASE M3 120.0000 1,476,000.00 214.210 25,705.20 3,807.380 456,885.60 73 REPLACE ASPHALT CONCRETE SURFACING M3 141.0000 25,380.00 13.000 1,833.00 74 ASPHALT CONCRETE (TYPE B) TONN 61.0000 279,380.00 40.000 2,440.00 1,311.000 79,971.00 75 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 8.0000 2,720.00 0.000 0.00 76 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 8.0000 1,600.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 04/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1198U4 TIME 11:53 AM ESTIMATE NO. 16 BID OPENING 09/26/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 04/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 8.0000 5,200.00 0.000 0.00 78 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 8.0000 744.00 0.000 0.00 79 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 8.0000 10,160.00 512.000 4,096.00 80 CONCRETE PAVEMENT M3 150.0000 2,775,000.00 371.300 55,695.00 4,729.820 709,473.00 81 CONCRETE PAVEMENT M3 320.0000 328,000.00 81.000 25,920.00 (RAPID STRENGTH CONCRETE) 82 GROOVE EXISTING CONCRETE PAVEMENT M 2.5000 91,000.00 11,691.000 29,227.50 17,094.800 42,737.00 S) 83 GRIND EXISTING CONCRETE M2 4.8000 66,240.00 5,807.100 27,874.08 5,807.100 27,874.08 S) PAVEMENT 84 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 70.0000 287,700.00 4,110.000 287,700.00 S) PILING (SOUND WALL) 85 STRUCTURAL CONCRETE, BRIDGE M3 750.0000 13,500.00 0.000 0.00 F) 86 STRUCTURAL CONCRETE, WALL M3 320.0000 47,360.00 148.000 47,360.00 87 STRUCTURAL CONCRETE, RETAINING WALL M3 100.0000 123,000.00 175.000 17,500.00 905.000 90,500.00 88 STRUCTURAL CONCRETE (CONCRETE SLAB) M3 300.0000 24,000.00 77.600 23,280.00 89 STRUCTURAL CONCRETE, APPROACH SLAB M3 625.0000 180,000.00 29.970 18,731.25 (TYPE R) 90 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 585,600.00 20.160 24,192.00 208.080 249,696.00 F) 91 MINOR CONCRETE (GUTTER) M 75.0000 31,575.00 293.000 21,975.00 F) 92 MINOR CONCRETE (BACKFILL) M3 100.0000 28,000.00 68.560 6,856.00 229.020 22,902.00 93 PAVING NOTCH EXTENSION M3 3,000.0000 14,700.00 0.000 0.00 94 FRACTURED FIN TEXTURE M2 110.0000 235,400.00 624.750 68,722.50 979.750 107,772.50 F) 95 DRILL AND BOND DOWEL M 77.0000 13,167.00 0.000 0.00 96 CONCRETE BLOCK WALL M2 120.0000 26,400.00 0.000 0.00 97 REFINISH BRIDGE DECK M2 65.0000 32,955.00 0.000 0.00 98 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 120.0000 453,000.00 369.540 44,344.80 3,528.640 423,436.80 SF) 99 SOUND WALL (RIBBED STEEL PANEL) M2 600.0000 1,321,800.00 1,697.350 1,018,410.00 SF)(ON PILE) 00 SOUND WALL (MASONRY BLOCK) M2 150.0000 727,500.00 3,045.250 456,787.50 SF) 01 MASONRY BLOCK WALL M2 120.0000 62,640.00 442.000 53,040.00 02 JOINT SEAL (TYPE A) M 80.0000 7,120.00 0.000 0.00 S) 03 JOINT SEAL (TYPE B - MR 30 MM) M 100.0000 47,500.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 04/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1198U4 TIME 11:53 AM ESTIMATE NO. 16 BID OPENING 09/26/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 04/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 JOINT SEAL (MR 40 MM) M 143.0000 35,464.00 0.000 0.00 S) 05 BAR REINFORCING STEEL KG 1.0500 14,217.00 13,540.000 14,217.00 SF) 06 BAR REINFORCING STEEL (BRIDGE) KG 0.8000 55,632.00 32,300.000 25,840.00 32,300.000 25,840.00 SF) 07 BAR REINFORCING STEEL (RETAINING WALL) KG 1.3500 56,160.00 41,600.000 56,160.00 SF) 08 BAR REINFORCING STEEL (SOUND WALL) KG 1.4000 19,793.20 14,138.000 19,793.20 09 SHOTCRETE M3 500.0000 167,500.00 16.750 8,375.00 324.950 162,475.00 10 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 995,750.00 13,440.000 67,200.00 28,191.000 140,955.00 F) 11 INSTALL SIGN STRUCTURE (TRUSS) KG 0.8000 161,108.00 26,746.000 21,396.80 30,426.000 24,340.80 SF) 12 760 MM CAST-IN-DRILLED-HOLE M 1,100.0000 29,700.00 9.000 9,900.00 S) CONCRETE PILE (SIGN FOUNDATION) 13 920 MM CAST-IN-DRILLED-HOLE M 1,200.0000 163,200.00 66.000 79,200.00 S) CONCRETE PILE (SIGN FOUNDATION) 14 1370 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,500.0000 12,750.00 8.500 12,750.00 S) PILE (SIGN FOUNDATION) 15 1524 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,700.0000 57,800.00 8.500 14,450.00 PILE (SIGN FOUNDATION) 16 METAL (BARRIER MOUNTED SIGN) KG 10.0000 30,000.00 0.000 0.00 17 METAL (SOUND WALL MOUNTED SIGN) KG 15.0000 5,850.00 0.000 0.00 18 ROADSIDE SIGN - ONE POST EA 300.0000 3,600.00 0.000 0.00 19 ROADSIDE SIGN - TWO POST EA 500.0000 7,500.00 0.000 0.00 20 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 2,600.00 0.000 0.00 METHOD) 21 300 MM PLASTIC PIPE M 120.0000 2,400.00 0.000 0.00 22 450 MM REINFORCED CONCRETE PIPE M 180.0000 23,400.00 122.300 22,014.00 23 600 MM REINFORCED CONCRETE PIPE M 180.0000 401,400.00 299.900 53,982.00 1,621.800 291,924.00 24 300 MM SLOTTED CORRUGATED STEEL PIPE M 140.0000 350,000.00 0.000 0.00 (1.63 MM THICK) 25 GEOCOMPOSITE DRAIN M2 25.0000 21,375.00 42.750 1,068.75 829.350 20,733.75 26 80 MM PLASTIC PIPE (EDGE DRAIN) M 22.0000 104,280.00 157.000 3,454.00 2,424.630 53,341.86 27 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 50.0000 25,500.00 13.600 680.00 227.900 11,395.00 28 CLASS 3 PERMEABLE MATERIAL M3 105.0000 22,050.00 0.000 0.00 29 GRATED LINE DRAIN M 200.0000 16,800.00 0.000 0.00 30 MINOR CONCRETE (GUTTER LINING) M3 900.0000 7,200.00 8.100 7,290.00 8.100 7,290.00 F) PROGRAM CAS145 PAGE 6 DATE 04/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1198U4 TIME 11:53 AM ESTIMATE NO. 16 BID OPENING 09/26/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 04/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 MINOR CONCRETE (MISCELLANEOUS M3 420.0000 19,320.00 33.800 14,196.00 CONSTRUCTION) 32 MINOR CONCRETE (ISLAND PAVING) M3 400.0000 6,800.00 0.000 0.00 33 MISCELLANEOUS IRON AND STEEL KG 2.0000 89,418.00 833.000 1,666.00 6,188.000 12,376.00 F) 34 MISCELLANEOUS METAL (BRIDGE) KG 12.0000 100,008.00 0.000 0.00 SF) 35 CHAIN LINK FENCE (TYPE CL-1.8) M 50.0000 2,200.00 0.000 0.00 36 WOOD FENCE M 100.0000 2,200.00 0.000 0.00 S) 37 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 3,000.00 0.000 0.00 S) 38 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 786.0000 11,004.00 2.000 1,572.00 S) 39 INSTALL MEDIAN MILEAGE PANEL EA 50.0000 2,500.00 0.000 0.00 40 METAL BEAM GUARD RAILING (WOOD POST) M 77.0000 96,250.00 34.290 2,640.33 479.910 36,953.07 S) 41 METAL BEAM GUARD RAILING M 58.0000 12,760.00 0.000 0.00 S) (2.1 M WOOD POST) 42 CONCRETE BARRIER (TYPE 27B MODIFIED) M 200.0000 6,200.00 0.860 172.00 31.000 6,200.00 43 CABLE RAILING M 29.0000 12,267.00 12.800 371.20 12.800 371.20 SF) 44 TERMINAL SYSTEM (TYPE ET) EA 3,475.0000 20,850.00 0.000 0.00 S) 45 TERMINAL SYSTEM (TYPE SRT) EA 2,275.0000 18,200.00 2.000 4,550.00 3.000 6,825.00 S) 46 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 4,500.00 1.000 500.00 2.000 1,000.00 S) 47 CRASH CUSHION, SAND FILLED EA 6,000.0000 6,000.00 0.000 0.00 S) 48 CRASH CUSHION (REACT 9SCBS) EA 43,000.0000 43,000.00 0.000 0.00 49 CONCRETE BARRIER (TYPE 60) M 94.0000 100,580.00 0.000 0.00 50 CONCRETE BARRIER (TYPE 60 MOD) M 360.0000 6,120.00 17.000 6,120.00 17.000 6,120.00 51 CONCRETE BARRIER (TYPE 60A) M 132.0000 7,920.00 0.000 0.00 F) 52 CONCRETE BARRIER (TYPE 60A MODIFIED) M 160.0000 29,120.00 77.720 12,435.20 77.720 12,435.20 F) 53 CONCRETE BARRIER (TYPE 60C) M 115.0000 44,850.00 0.000 0.00 54 CONCRETE BARRIER (TYPE 60D) M 80.0000 31,440.00 0.000 0.00 F) 55 CONCRETE BARRIER (TYPE 60D MODIFIED) M 400.0000 30,400.00 0.000 0.00 F) 56 CONCRETE BARRIER (TYPE 60R MOD) M 667.0000 533,600.00 0.000 0.00 57 CONCRETE BARRIER (TYPE 60S) M 92.0000 138,000.00 51.600 4,747.20 1,258.280 115,761.76 PROGRAM CAS145 PAGE 7 DATE 04/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1198U4 TIME 11:53 AM ESTIMATE NO. 16 BID OPENING 09/26/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 04/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 CONCRETE BARRIER (TYPE 60SA) M 132.0000 4,356.00 0.000 0.00 F) 59 CONCRETE BARRIER (TYPE 60SA MODIFIED) M 135.0000 21,870.00 0.000 0.00 F) 60 CONCRETE BARRIER (TYPE 60SC MOD) M 460.0000 7,360.00 16.000 7,360.00 16.000 7,360.00 61 CONCRETE BARRIER (TYPE 60E MOD) M 550.0000 15,400.00 0.000 0.00 62 CONCRETE BARRIER (TYPE 60W) M 230.0000 1,092,500.00 0.000 0.00 63 CONCRETE BARRIER (TYPE 726SV MODIFIED) M 200.0000 42,400.00 212.000 42,400.00 F) 64 CONCRETE BARRIER (TYPE 726SV) M 200.0000 247,800.00 -57.000 -11,400.00 1,182.000 236,400.00 65 CONCRETE BARRIER (TYPE 732B) M 160.0000 110,400.00 407.300 65,168.00 66 CONCRETE WATER BARRIER M 200.0000 1,200.00 0.000 0.00 67 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 18,000.00 0.000 0.00 S) 68 100 MM INVERTED PROFILE THERMOPLASTIC M 2.3000 170,430.00 0.000 0.00 S) TRAFFIC STRIPE 69 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.6500 14,177.50 4,061.000 10,761.65 S) 70 200 MM INVERTED PROFILE THERMOPLASTIC M 5.0000 22,150.00 0.000 0.00 S) TRAFFIC STRIPE 71 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 4,680.00 4,344.000 4,344.00 S) (BROKEN 3.66 M - 0.92 M) 72 200 MM INVERTED PROFILE THERMOPLASTIC M 4.0000 23,200.00 0.000 0.00 S) TRAFFIC STRIPE (BROKEN 3.66 M-0.92 M) 73 100 MM TRAFFIC STRIPE (2-COAT PAINT) M 0.2500 10,475.00 39,320.000 9,830.00 S) (BROKEN 10.98 M - 3.66 M) 74 100 MM INVERTED PROFILE THERMOPLASTIC M 1.0000 53,700.00 0.000 0.00 S) TRAFFIC STRIPE (BROKEN 10.98 M - 3.66 M) 75 100 MM TRAFFIC STRIPE (2-COAT PAINT) M 0.2500 85.00 267.900 66.98 S) (BROKEN 5.18 M - 2.14 M) 76 100 MM INVERTED PROFILE THERMOPLASTIC M 1.0000 1,180.00 0.000 0.00 S) TRAFFIC STRIPE (BROKEN 5.18 M - 2.14 M) 77 200 MM BROKEN TRAFFIC STRIPE M 0.6600 528.00 0.000 0.00 S) (2-COAT PAINT) 3.66 M - 0.92 M) 78 PAINT TRAFFIC STRIPE (2-COAT) M 0.6600 19,998.00 9,259.120 6,111.02 31,554.120 20,825.72 S) 79 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 39,900.00 9,370.000 14,055.00 S) 80 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 54,000.00 2,537.000 7,611.00 7,179.000 21,537.00 S) 81 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 1,200.0000 3,600.00 0.000 0.00 S) 82 53C (TRENCHED IN CONCRETE) M 100.0000 12,000.00 100.000 10,000.00 100.000 10,000.00 S) 83 2-103C (TRENCHED IN SOIL) M 50.0000 16,500.00 261.000 13,050.00 S) 84 SIZE 32 INNERDUCT M 2.0000 27,800.00 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 04/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1198U4 TIME 11:53 AM ESTIMATE NO. 16 BID OPENING 09/26/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 04/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 2-103C (TRENCHED IN ASPHALT) M 78.0000 60,840.00 125.000 9,750.00 86 2-103C (JACKED) M 110.0000 12,100.00 55.000 6,050.00 S) 87 2-103C (TRENCHED IN CONCRETE) M 62.0000 50,220.00 160.000 9,920.00 160.000 9,920.00 S) 88 MODIFY TRAFFIC MONITORING STATION LS 15,000.0000 15,000.00 0.000 0.00 S) 89 CCTV CAMERA AND TRAFFIC COUNT STATION LS 8,500.0000 8,500.00 0.100 850.00 S) (MODIFY-LOCATION SD238) 90 MODIFY RAMP METERING SYSTEM LS 50,000.0000 50,000.00 0.060 3,000.00 0.060 3,000.00 91 MODIFY LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 0.100 40,000.00 0.550 220,000.00 S) 92 2 SINGLEMODE FIBER OPTIC CABLE M 4.0000 4,040.00 0.000 0.00 S) 93 12 SINGLEMODE FIBER OPTIC CABLE M 4.0000 25,520.00 0.000 0.00 S) 94 24 SINGLEMODE FIBER OPTIC CABLE M 7.0000 50,750.00 0.000 0.00 S) 95 48 SINGLEMODE FIBER OPTIC CABLE M 8.0000 58,000.00 0.000 0.00 S) 96 FIBER OPTIC SPLICE CLOSURE EA 2,000.0000 12,000.00 0.000 0.00 S) 97 TWISTED PAIR SPLICE CLOSURE EA 400.0000 8,400.00 0.000 0.00 S) 98 TEMPORARY TRAFFIC OPERATIONAL SYSTEM LS 36,000.0000 36,000.00 1.000 36,000.00 S) NETWORK (TOSNET) 99 EQUIPMENT AT NORWALK HUB LS 32,000.0000 32,000.00 1.000 32,000.00 00 EQUIPMENT AT TRAFFIC MANAGEMENT CENTER LS 24,000.0000 24,000.00 1.000 24,000.00 01 TWISTED PAIR CABLE (6 PAIR) M 2.9000 30,247.00 0.000 0.00 S) 02 TWISTED PAIR CABLE (75 PAIR) M 24.0000 173,760.00 0.000 0.00 S) 03 NO. 6 PULL BOX EA 500.0000 500.00 1.000 500.00 1.000 500.00 S) 04 COMMUNICATION PULL BOX EA 600.0000 9,600.00 1.000 600.00 4.000 2,400.00 S) 05 REMOVE PULL BOX EA 80.0000 1,200.00 6.000 480.00 15.000 1,200.00 S) 06 SPLICE VAULT EA 5,000.0000 5,000.00 0.000 0.00 S) 07 SYSTEM MIGRATION PLAN LS 5,000.0000 5,000.00 0.830 4,150.00 S) PROGRAM CAS145 PAGE 9 DATE 04/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1198U4 TIME 11:53 AM ESTIMATE NO. 16 BID OPENING 09/26/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 04/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,188,717.06 10,204,471.22 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 55,079.65 303,682.31 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,243,796.71 10,508,153.53 08 MOBILIZATION LS 2700,000.0000 2,700,000.00 0.950 2,565,000.00 ORIGINAL CONTRACT AMOUNT 27,195,412.70 TOTAL WORK COMPLETED 1,243,796.71 13,073,153.53 MATERIALS ON HAND ON SITE 385,603.56 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 20,000.00 -10,000.00 TOTAL 1,263,796.71 13,448,757.09 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 01/30/03 890 02/24/03 02/14/03 09/08/06 283 10 0 0 47% 44% PROGRESS IS SATISFACTORY ALI, MASHHUR RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 04/23/04