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 05/25/04 EST. NO.17 TIME 01:24 PM 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 0052 798.04 E.W. @ F.A.(+) 030204 N 267.00 003 0016 741.12 E.W. @ F.A.(+) 051104 N 0291.0 015 0002 24,915.61 E.W. @ L.S.(+) 051004 N 0000 0 019 0024 1,360.75 E.W. @ F.A.(+) 011404 N 0251.0 023 0002 1,487.49 E.W. @ F.A.(+) 011904 N 217.00 29,303.01 TOTAL THIS ESTIMATE 303,682.31 TOTAL PREVIOUS ESTIMATE 332,985.32 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 05/25/04 EST. NO.17 TIME 01:24 PM 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 APRIL PAYROLL -10,000.00 17 -10,000.00 -20,000.00 TOTAL DEDUCTIONS -10,000.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1198U4 TIME 01:24 PM ESTIMATE NO. 17 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 05/20/04 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 05/25/04 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 22.000 42,570.00 306.000 592,110.00 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 0.030 9,000.00 0.530 159,000.00 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 0.030 33,000.00 0.530 583,000.00 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 37.0000 12,950.00 254.000 9,398.00 S) 11 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,200.0000 6,000.00 3.000 3,600.00 12 TEMPORARY RAILING (TYPE K) M 35.0000 1,039,500.00 3,090.000 108,150.00 16,521.930 578,267.55 S) 13 TEMPORARY CRASH CUSHION MODULE EA 250.0000 65,750.00 16.000 4,000.00 184.000 46,000.00 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 2,274.650 40,943.70 18 REMOVE TRAFFIC STRIPE M 1.1000 48,510.00 240.000 264.00 40,596.890 44,656.58 S) 19 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.2500 70,375.00 200.000 250.00 1,731.520 2,164.40 20 REMOVE YELLOW TRAFFIC STRIPE M 1.6500 32,670.00 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 45.010 765.17 PROGRAM CAS145 PAGE 2 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1198U4 TIME 01:24 PM ESTIMATE NO. 17 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 05/20/04 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 115,500.00 787.550 39,377.50 30 REMOVE INLET EA 500.0000 50,500.00 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 1,756.370 35,127.40 1,756.370 35,127.40 S) 41 REMOVE CONCRETE STRUCTURE M 45.0000 30,150.00 162.990 7,334.55 663.000 29,835.00 (WATER BARRIER WALL) 42 CAP INLET EA 1,000.0000 13,000.00 2.000 2,000.00 10.000 10,000.00 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 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1198U4 TIME 01:24 PM ESTIMATE NO. 17 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 05/20/04 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 35,000.00 52 ROADWAY EXCAVATION M3 16.0000 905,600.00 1,377.320 22,037.12 24,833.020 397,328.32 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 124,069.00 338.370 3,722.07 11,279.000 124,069.00 F) 59 STRUCTURE BACKFILL (RETAINING WALL) M3 15.0000 28,200.00 282.000 4,230.00 1,880.000 28,200.00 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 1,540.000 67,760.00 13,714.000 603,416.00 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 321,600.00 386.390 6,182.24 6,766.410 108,262.56 72 LEAN CONCRETE BASE M3 120.0000 1,476,000.00 450.940 54,112.80 4,258.320 510,998.40 73 REPLACE ASPHALT CONCRETE SURFACING M3 141.0000 25,380.00 13.000 1,833.00 74 ASPHALT CONCRETE (TYPE B) TONN 61.0000 279,380.00 375.360 22,896.96 1,686.360 102,867.96 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 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1198U4 TIME 01:24 PM ESTIMATE NO. 17 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 05/20/04 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,775,000.00 296.620 44,493.00 5,026.440 753,966.00 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 19,170.000 47,925.00 36,264.800 90,662.00 S) 83 GRIND EXISTING CONCRETE M2 4.8000 66,240.00 5,315.300 25,513.44 11,122.400 53,387.52 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 1,080.000 108,000.00 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 5.360 6,432.00 213.440 256,128.00 F) 91 MINOR CONCRETE (GUTTER) M 75.0000 31,575.00 128.000 9,600.00 421.000 31,575.00 F) 92 MINOR CONCRETE (BACKFILL) M3 100.0000 28,000.00 32.240 3,224.00 261.260 26,126.00 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 1,604.500 176,495.00 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 3,528.640 423,436.80 SF) 99 SOUND WALL (RIBBED STEEL PANEL) M2 600.0000 1,321,800.00 306.100 183,660.00 2,003.450 1,202,070.00 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 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1198U4 TIME 01:24 PM ESTIMATE NO. 17 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 05/20/04 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 15,428.520 12,342.82 47,728.520 38,182.82 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 11.230 5,615.00 336.180 168,090.00 10 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 995,750.00 22,074.000 110,370.00 50,265.000 251,325.00 F) 11 INSTALL SIGN STRUCTURE (TRUSS) KG 0.8000 161,108.00 19,839.000 15,871.20 50,265.000 40,212.00 SF) 12 760 MM CAST-IN-DRILLED-HOLE M 1,100.0000 29,700.00 4.500 4,950.00 13.500 14,850.00 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 401,400.00 101.100 18,198.00 1,722.900 310,122.00 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 29.590 739.75 858.940 21,473.50 26 80 MM PLASTIC PIPE (EDGE DRAIN) M 22.0000 104,280.00 314.000 6,908.00 2,738.630 60,249.86 27 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 50.0000 25,500.00 227.900 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 F) PROGRAM CAS145 PAGE 6 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1198U4 TIME 01:24 PM ESTIMATE NO. 17 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 05/20/04 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 89,418.00 476.000 952.00 6,664.000 13,328.00 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 96,250.00 168.160 12,948.32 648.070 49,901.39 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 31.000 6,200.00 43 CABLE RAILING M 29.0000 12,267.00 115.200 3,340.80 128.000 3,712.00 SF) 44 TERMINAL SYSTEM (TYPE ET) EA 3,475.0000 20,850.00 1.000 3,475.00 1.000 3,475.00 S) 45 TERMINAL SYSTEM (TYPE SRT) EA 2,275.0000 18,200.00 6.000 13,650.00 9.000 20,475.00 S) 46 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 4,500.00 2.000 1,000.00 4.000 2,000.00 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 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 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 138,000.00 175.000 16,100.00 1,433.280 131,861.76 PROGRAM CAS145 PAGE 7 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1198U4 TIME 01:24 PM ESTIMATE NO. 17 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 05/20/04 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 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 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 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 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 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1198U4 TIME 01:24 PM ESTIMATE NO. 17 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 05/20/04 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 91 MODIFY LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 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 S) 04 COMMUNICATION PULL BOX EA 600.0000 9,600.00 4.000 2,400.00 S) 05 REMOVE PULL BOX EA 80.0000 1,200.00 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 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1198U4 TIME 01:24 PM ESTIMATE NO. 17 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 05/20/04 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,056,167.97 11,260,639.19 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 29,303.01 332,985.32 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,085,470.98 11,593,624.51 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 1,085,470.98 14,158,624.51 MATERIALS ON HAND ON SITE 263,590.88 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -20,000.00 TOTAL 1,075,470.98 14,402,215.39 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 09/22/06 305 10 0 0 51% 48% PROGRESS IS SATISFACTORY ALI, MASHHUR RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 05/25/04