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 10/24/05 EST. NO.35 TIME 02:58 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 0105 3,238.97 E.W. @ F.A.(+) 102504 N 0937.0 0107 2,742.07 110404 N 0939.0 0108 441.63 111504 N 0940.0 0109 1,796.07 111504 N 0941.0 0110 420.26 030205 N 1061.0 0116 634.59 051105 N 1116.0 0118 3,811.59 061705 N 1107.1 004 0038 1,777.70 E.W. @ F.A.(+) 032105 N 0965.0 005 0019 1,598.44 E.W. @ F.A.(+) 092603 N 96.0 0 0019-1 -1,598.44 092603 N 96.0 0 DAO CORRECTING ENTRY 0019-2 1,050.87 092603 N 96.0 0 DAO CORRECTING ENTRY 0110 1,117.30 011305 N 0725.0 009 0063 1,068.46 E.W. @ F.A.(+) 091705 N 1274.0 0064 996.93 090305 N 1167.1 010 0005 1,986.26 E.W. @ F.A.(+) 090203 N 73.0 0 0015 336.02 081503 N 136.00 0016 187.85 082803 N 137.00 0019 2,416.42 043004 N 0337.0 0031 1,165.66 102104 N 0686.0 0038 3,307.11 101403 N 0412.0 0039 2,681.02 101503 N 0413.0 0040 2,738.01 101603 N 0414.0 0041 2,639.71 101703 N 0415.0 0043 2,641.90 102103 N 0417.0 0044 3,373.44 102203 N 0418.0 0046 2,167.55 102303 N 0420.0 0047 2,285.74 102403 N 0421.0 0048 5,474.50 010704 N 0422.0 0049 2,486.86 010804 N 0423.0 0051 2,392.34 010904 N 0424.0 0062 1,277.44 102303 N 0433.0 0070 1,694.00 010704 N 0422.1 0153 362.37 020205 N 1016.1 012 0086 1,003.37 E.W. @ F.A.(+) 121603 N 0780.0 0100 176.23 122903 N 0191.2 019 0042 38.41 E.W. @ F.A.(+) 061004 N 0523.1 0043 19.21 061104 N 0524.1 0045 1,341.80 111704 N 0951.0 023 0070 1,733.16 E.W. @ F.A.(+) 031405 N 0915.0 040 0035 903.42 E.W. @ F.A.(+) 080105 N 1150.1 044 0004 10,195.87 A.C. @ U.P.(+) 101805 N 1296.1 045 0001-1 -835.07 E.W. @ F.A.(+) 062905 N 1120.0 DAO CORRECTING ENTRY 0001-2 742.15 062905 N 1120.0 DAO CORRECTING ENTRY 0005 285.56 062905 N 1120.1 76,314.75 TOTAL THIS ESTIMATE 1,341,465.95 TOTAL PREVIOUS ESTIMATE 1,417,780.70 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 10/24/05 EST. NO.35 TIME 02:58 PM R.E. NAME: ALI, MASHHUR 07-1198U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NON-SUBMITTAL CPM JU -19,587.46 31 NON-SUB. CPM AUG -107,209.61 32 NON-SUB CPM SEP -150,809.91 34 NON-SUBMITTAL CPMAUG 107,209.61 35 NON-SUBMITTAL CPMSEP 150,809.91 35 258,019.52 -19,587.46 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 JUNE PAYROLL -10,000.00 18 NOVEMBER PAYROLL 10,000.00 20 APRIL PAYROLL 10,000.00 21 SEPT PAYROLL -10,000.00 21 JUNE PAYROLL 10,000.00 23 OCT -10,000.00 23 SEPT PAYROLL 10,000.00 23 OCT 10,000.00 24 DEC '04 -10,000.00 25 MARCH 2005 -10,000.00 28 APRIL 2005 -10,000.00 29 APRIL 2005 10,000.00 30 DEC 2005 10,000.00 30 MARCH 2005 10,000.00 30 SEPT 05 -10,000.00 35 -10,000.00 -10,000.00 TOTAL DEDUCTIONS 248,019.52 -29,587.46 PROGRAM CAS145 PAGE 1 DATE 10/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1198U4 TIME 02:58 PM ESTIMATE NO. 35 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 10/20/05 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 10/24/05 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 40,635.00 662.000 1,280,970.00 03 TEMPORARY FENCE M 68.0000 4,080.00 85.340 5,803.12 S) (TYPE CL-2.4, SLATTED WITH BARBED WIRE) 04 TEMPORARY FENCE (TYPE CL-2.4, SLATTED) M 70.0000 5,950.00 100.580 7,040.60 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 0.020 6,000.00 0.960 288,000.00 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 0.020 22,000.00 0.930 1,023,000.00 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 37.0000 12,950.00 318.000 11,766.00 S) 11 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,200.0000 6,000.00 5.000 6,000.00 12 TEMPORARY RAILING (TYPE K) M 35.0000 1,039,500.00 27,532.000 963,620.00 S) 13 TEMPORARY CRASH CUSHION MODULE EA 250.0000 65,750.00 263.000 65,750.00 S) 14 REMOVE WOOD FENCE M 35.0000 3,045.00 89.000 3,115.00 15 REMOVE STEEL FENCE M2 50.0000 7,000.00 466.700 23,335.00 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 2,358.480 42,452.64 18 REMOVE TRAFFIC STRIPE M 1.1000 48,510.00 63,909.960 70,300.96 S) 19 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.2500 70,375.00 4,102.520 5,128.15 20 REMOVE YELLOW TRAFFIC STRIPE M 1.6500 32,670.00 6,209.720 10,246.04 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 10/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1198U4 TIME 02:58 PM ESTIMATE NO. 35 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 10/20/05 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 10/24/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 45,370.000 34,027.50 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 17.000 68,000.00 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 1,885.450 94,272.50 30 REMOVE INLET EA 500.0000 50,500.00 90.000 45,000.00 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 6,716.970 120,905.46 40 REMOVE CONCRETE BARRIER M 20.0000 146,200.00 6,406.370 128,127.40 S) 41 REMOVE CONCRETE STRUCTURE M 45.0000 30,150.00 663.000 29,835.00 (WATER BARRIER WALL) 42 CAP INLET EA 1,000.0000 13,000.00 12.000 12,000.00 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 1.000 13,000.00 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 10/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1198U4 TIME 02:58 PM ESTIMATE NO. 35 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 10/20/05 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 10/24/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 50,000.00 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 1,869.040 29,904.64 53,691.060 859,056.96 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 11,279.000 124,069.00 F) 59 STRUCTURE BACKFILL (RETAINING WALL) M3 15.0000 28,200.00 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 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 0.030 6,000.00 0.300 60,000.00 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 20,469.380 327,510.08 72 LEAN CONCRETE BASE M3 120.0000 1,476,000.00 1,113.120 133,574.40 12,178.140 1,461,376.80 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 6,930.020 422,731.22 75 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 8.0000 2,720.00 110.000 880.00 76 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 8.0000 1,600.00 249.370 1,994.96 PROGRAM CAS145 PAGE 4 DATE 10/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1198U4 TIME 02:58 PM ESTIMATE NO. 35 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 10/20/05 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 10/24/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,200.00 439.830 3,518.64 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 1,149.280 9,194.24 80 CONCRETE PAVEMENT M3 150.0000 2,775,000.00 1,987.000 298,050.00 17,090.220 2,563,533.00 81 CONCRETE PAVEMENT M3 320.0000 328,000.00 999.030 319,689.60 (RAPID STRENGTH CONCRETE) 82 GROOVE EXISTING CONCRETE PAVEMENT M 2.5000 91,000.00 36,264.800 90,662.00 S) 83 GRIND EXISTING CONCRETE M2 4.8000 66,240.00 16,858.340 80,920.03 S) PAVEMENT 84 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 70.0000 287,700.00 4,246.000 297,220.00 S) PILING (SOUND WALL) 85 STRUCTURAL CONCRETE, BRIDGE M3 750.0000 13,500.00 18.000 13,500.00 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 1,230.000 123,000.00 88 STRUCTURAL CONCRETE (CONCRETE SLAB) M3 300.0000 24,000.00 104.800 31,440.00 89 STRUCTURAL CONCRETE, APPROACH SLAB M3 625.0000 180,000.00 102.920 64,325.00 (TYPE R) 90 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 585,600.00 6.490 7,788.00 380.470 456,564.00 F) 91 MINOR CONCRETE (GUTTER) M 75.0000 31,575.00 421.000 31,575.00 F) 92 MINOR CONCRETE (BACKFILL) M3 100.0000 28,000.00 261.260 26,126.00 93 PAVING NOTCH EXTENSION M3 3,000.0000 14,700.00 1.800 5,400.00 94 FRACTURED FIN TEXTURE M2 110.0000 235,400.00 2,140.000 235,400.00 F) 95 DRILL AND BOND DOWEL M 77.0000 13,167.00 1.000 77.00 96 CONCRETE BLOCK WALL M2 120.0000 26,400.00 220.000 26,400.00 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 3,958.860 475,063.20 SF) 99 SOUND WALL (RIBBED STEEL PANEL) M2 600.0000 1,321,800.00 2,122.650 1,273,590.00 SF)(ON PILE) 00 SOUND WALL (MASONRY BLOCK) M2 150.0000 727,500.00 4,601.760 690,264.00 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 10/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1198U4 TIME 02:58 PM ESTIMATE NO. 35 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 10/20/05 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 10/24/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 69,540.000 55,632.00 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 167,500.00 336.180 168,090.00 10 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 995,750.00 161,902.000 809,510.00 F) 11 INSTALL SIGN STRUCTURE (TRUSS) KG 0.8000 161,108.00 164,137.000 131,309.60 SF) 12 760 MM CAST-IN-DRILLED-HOLE M 1,100.0000 29,700.00 22.500 24,750.00 S) CONCRETE PILE (SIGN FOUNDATION) 13 920 MM CAST-IN-DRILLED-HOLE M 1,200.0000 163,200.00 97.900 117,480.00 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 34.000 57,800.00 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 8.500 1,020.00 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 2,438.500 438,930.00 24 300 MM SLOTTED CORRUGATED STEEL PIPE M 140.0000 350,000.00 1,493.800 209,132.00 (1.63 MM THICK) 25 GEOCOMPOSITE DRAIN M2 25.0000 21,375.00 858.940 21,473.50 26 80 MM PLASTIC PIPE (EDGE DRAIN) M 22.0000 104,280.00 4,872.230 107,189.06 27 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 50.0000 25,500.00 505.900 25,295.00 28 CLASS 3 PERMEABLE MATERIAL M3 105.0000 22,050.00 210.000 22,050.00 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 10/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1198U4 TIME 02:58 PM ESTIMATE NO. 35 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 10/20/05 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 10/24/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 41.610 17,476.20 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 28,799.000 57,598.00 F) 34 MISCELLANEOUS METAL (BRIDGE) KG 12.0000 100,008.00 2,930.000 35,160.00 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 3.000 3,000.00 S) 38 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 786.0000 11,004.00 4.000 3,144.00 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 1,133.830 87,304.91 S) 41 METAL BEAM GUARD RAILING M 58.0000 12,760.00 211.000 12,238.00 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 12,267.00 421.000 12,209.00 SF) 44 TERMINAL SYSTEM (TYPE ET) EA 3,475.0000 20,850.00 4.000 13,900.00 S) 45 TERMINAL SYSTEM (TYPE SRT) EA 2,275.0000 18,200.00 11.000 25,025.00 S) 46 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 4,500.00 7.000 3,500.00 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 1.000 43,000.00 49 CONCRETE BARRIER (TYPE 60) M 94.0000 100,580.00 632.920 59,494.48 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 36.560 4,825.92 F) 52 CONCRETE BARRIER (TYPE 60A MODIFIED) M 160.0000 29,120.00 181.260 29,001.60 F) 53 CONCRETE BARRIER (TYPE 60C) M 115.0000 44,850.00 183.610 21,115.15 54 CONCRETE BARRIER (TYPE 60D) M 80.0000 31,440.00 393.000 31,440.00 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 533,600.00 230.800 153,943.60 57 CONCRETE BARRIER (TYPE 60S) M 92.0000 138,000.00 1,433.280 131,861.76 PROGRAM CAS145 PAGE 7 DATE 10/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1198U4 TIME 02:58 PM ESTIMATE NO. 35 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 10/20/05 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 10/24/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 43.000 23,650.00 62 CONCRETE BARRIER (TYPE 60W) M 230.0000 1,092,500.00 1,312.390 301,849.70 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 1,239.000 247,800.00 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 10,278.000 23,639.40 13,362.000 30,732.60 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 3,405.000 17,025.00 3,405.000 17,025.00 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 5,432.000 21,728.00 5,432.000 21,728.00 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 18,279.000 18,279.00 30,827.000 30,827.00 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 1,180.00 268.000 268.00 268.000 268.00 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 44,214.380 29,181.49 S) 79 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 39,900.00 1,976.000 2,964.00 11,346.000 17,019.00 S) 80 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 54,000.00 162.000 486.00 11,472.000 34,416.00 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 16,500.00 371.000 18,550.00 S) 84 SIZE 32 INNERDUCT M 2.0000 27,800.00 1,290.000 2,580.00 1,290.000 2,580.00 S) PROGRAM CAS145 PAGE 8 DATE 10/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1198U4 TIME 02:58 PM ESTIMATE NO. 35 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 10/20/05 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 10/24/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 60,840.00 783.000 61,074.00 86 2-103C (JACKED) M 110.0000 12,100.00 102.000 11,220.00 S) 87 2-103C (TRENCHED IN CONCRETE) M 62.0000 50,220.00 540.000 33,480.00 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 0.200 1,700.00 S) (MODIFY-LOCATION SD238) 90 MODIFY RAMP METERING SYSTEM LS 50,000.0000 50,000.00 0.280 14,000.00 91 MODIFY LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 0.970 388,000.00 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 2,307.000 6,690.30 2,307.000 6,690.30 S) 02 TWISTED PAIR CABLE (75 PAIR) M 24.0000 173,760.00 1,391.000 33,384.00 1,391.000 33,384.00 S) 03 NO. 6 PULL BOX EA 500.0000 500.00 3.000 1,500.00 S) 04 COMMUNICATION PULL BOX EA 600.0000 9,600.00 8.000 4,800.00 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 1.000 5,000.00 S) 07 SYSTEM MIGRATION PLAN LS 5,000.0000 5,000.00 0.830 4,150.00 S) PROGRAM CAS145 PAGE 9 DATE 10/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1198U4 TIME 02:58 PM ESTIMATE NO. 35 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 10/20/05 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 10/24/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 670,995.74 20,602,496.47 ADJUSTMENT OF COMPENSATION 10,195.87 135,021.99 EXTRA WORK 66,118.88 1,282,758.71 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 747,310.49 22,020,277.17 08 MOBILIZATION LS 2700,000.0000 2,700,000.00 1.000 2,700,000.00 ORIGINAL CONTRACT AMOUNT 27,195,412.70 TOTAL WORK COMPLETED 747,310.49 24,720,277.17 MATERIALS ON HAND ON SITE 378,341.66 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 248,019.52 -29,587.46 TOTAL 995,330.01 25,069,031.37 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 11/08/06 634 36 0 6 84% 98% PROGRESS UNSATISFACTORY ALI, MASHHUR RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 10/24/05