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 03/22/02 EST. NO.14 TIME 06:42 AM R.E. NAME: MOCKUS, CHRIS 12-083804 --------------------------------------------------------------------------- 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 0054 518.73 E.W. @ F.A.(+) 050801 N 310.00 0055 108.09 041201 Y 308.00 0056 124.77 102601 Y 309.00 0057 181.49 101501 Y 294.00 0058 181.49 103001 Y 295.00 0059 362.98 080301 Y 270.00 0059-1 -362.98 080301 Y 270.00 DAO CORRECTING ENTRY 0059-2 770.23 080301 Y 270.00 DAO CORRECTING ENTRY 0060 627.01 080901 Y 272.00 0061 175.90 082901 Y 282.00 0062 246.68 083101 Y 276.00 0063 426.03 090401 Y 384.00 0064 379.13 090501 Y 277.00 0065 359.93 121401 Y 386.00 0066 467.59 110901 Y 380.00 0067 288.90 011702 Y 395.00 0068 145.94 011502 Y 394.00 0069-4 2,398.58 122001 Y 391.00 DAO CORRECTING ENTRY 0070 139.52 121901 Y 390.00 0071 891.13 121301 Y 384.00 0072 1,269.30 112001 Y 380.00 0073 1,006.02 111901 Y 382.00 0074 954.62 121401 Y 385.00 0075 1,033.82 121801 Y 387.00 0076 891.13 121801 Y 388.00 0077 3,157.01 121801 Y 389.00 0078 444.40 121901 N 389.00 0079 847.83 122101 Y 392.00 002 0021 1,041.13 E.W. @ F.A.(+) 080201 N 344.00 0022 1,559.63 080401 N 364.00 0023 7,426.77 083101 N 366.00 0024 1,037.43 090801 N 370.00 0025 345.06 091901 N 346.00 0026 1,256.84 100501 N 338.00 023 0001 -2,500.00 A.C. @ L.S.(-) 031902 N A1 0 031 0006 144.92 E.W. @ F.A.(+) 111501 Y 399.00 032 0003 1,672.00 A.C. @ F.A.(+) 012402 Y 434.00 0004 61.60 011802 Y 434.00 043 0001 18,725.00 E.W. @ L.S.(+) 031902 N A1 0 044 0060 214.85 E.W. @ F.A.(+) 121901 Y 401.00 0064 23.05 103101 Y 442.00 048 0001 28,600.00 A.C. @ L.S.(+) 031902 N A1 0 050 0022 871.60 E.W. @ F.A.(+) 121001 Y 402.00 0023 936.78 121101 Y 403.00 0024 1,001.96 121201 Y 404.00 052 0001 2,071.74 A.C. @ F.A.(+) 082401 N 168 0 0002 1,915.64 121101 N 374. 0 054 0005-4 733.76 E.W. @ F.A.(+) 120601 N 376.00 DAO CORRECTING ENTRY 0006 130.06 121001 Y 405.00 059 0002 11,962.61 A.C. @ L.S.(+) 121201 N 357 0 063 0001 9,073.50 E.W. @ L.S.(+) 031902 N A1 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 03/22/02 EST. NO.14 TIME 06:42 AM R.E. NAME: MOCKUS, CHRIS 12-083804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 064 0001 -750.00 A.C. @ L.S.(-) 031902 N A1 0 067 0001 276.94 A.C. @ F.A.(+) 020602 N 451 0 070 0002 19,318.80 E.W. @ F.A.(+) 101001 N 325 0 0003-2 11,018.12 101101 N 326 0 DAO CORRECTING ENTRY 0004 18,804.90 101201 N 171 0 0005-2 12,299.41 101301 N 327 0 DAO CORRECTING ENTRY 0006 28,104.20 101501 N 328 0 0007-4 20,409.66 101601 N 323 0 DAO CORRECTING ENTRY 0008 23,977.59 101701 N 317 0 239,800.82 TOTAL THIS ESTIMATE 437,597.32 TOTAL PREVIOUS ESTIMATE 677,398.14 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 03/22/02 EST. NO.14 TIME 06:42 AM R.E. NAME: MOCKUS, CHRIS 12-083804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION CFSCGF -10,000.00 06 CF USP RO RS NB SS D -10,000.00 07 CF, DPC, GR, OE -10,000.00 08 SUB LABOR PYRL -10,000.00 13 0.00 -40,000.00 TOTAL DEDUCTIONS 0.00 -40,000.00 PROGRAM CAS145 PAGE 1 DATE 03/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-083804 TIME 06:42 AM ESTIMATE NO. 14 BID OPENING 12/07/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/02 R.E. NAME: MOCKUS, CHRIS DATE OF THIS ESTIMATE 03/22/02 LOCATION PROGRESS ESTIMATE 12-ORA-405-10.2/12.4 ----------------- MCM CONSTRUCTION INCORPORATED IN ORANGE COUNTY IN COSTA MESA ON P.O. BOX 867 RTE 405 FROM BEAR ST OC TO 1.1 KM BLOOMINGTON, CA 92316 W OF HARBOR BLVD UC AND ON RTE 73 FROM 0.5 KM N OF BEAR ST UC TO RTE 405 FED. AID NO. ACIM-405 -2(890)102,ACIM-405 -2(890)N ,STPL-6212(8) WIDEN FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 7,500.0000 7,500.00 0.491 3,682.50 002 TIME-RELATED OVERHEAD WDAY 2,000.0000 1640,000.00 19.000 38,000.00 275.000 550,000.00 003 TEMPORARY FENCE (TYPE CL-1.8) M 20.0000 39,200.00 123.000 2,460.00 372.400 7,448.00 004 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.900 2,250.00 PREVENTION PLAN 005 WATER POLLUTION CONTROL LS 45,000.0000 45,000.00 0.023 1,035.00 0.278 12,510.00 006 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.850 12,750.00 (S) 007 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.023 2,300.00 0.299 29,900.00 (S) 008 TYPE III BARRICADE EA 150.0000 1,950.00 6.000 900.00 009 TEMPORARY PAVEMENT MARKING (PAINT) M2 16.0000 2,080.00 80.240 1,283.84 010 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.7500 42,375.00 33,232.000 24,924.00 (S) 011 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 3,360.00 66.000 2,640.00 012 TEMPORARY PAVEMENT MARKER EA 3.2500 52,650.00 8,614.000 27,995.50 (S) 013 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,000.0000 60,000.00 1.000 12,000.00 2.000 24,000.00 (S) 014 TEMPORARY RAILING (TYPE K) M 25.0000 480,000.00 390.200 9,755.00 8,862.500 221,562.50 (S) 015 TEMPORARY CRASH CUSHION MODULE EA 300.0000 195,000.00 17.000 5,100.00 381.000 114,300.00 (S) 016 TEMPORARY TRAFFIC SCREEN M 8.5000 143,650.00 280.500 2,384.25 4,052.550 34,446.68 (S) 017 REMOVE CHAIN LINK FENCE M 10.0000 10,000.00 123.000 1,230.00 2,407.400 24,074.00 018 REMOVE METAL BEAM GUARD RAILING M 20.0000 49,200.00 124.000 2,480.00 688.010 13,760.20 019 REMOVE TRAFFIC STRIPE (PAINT) M 1.2000 38,880.00 34,536.940 41,444.33 020 REMOVE PAVEMENT MARKER EA 1.0000 14,700.00 12,511.000 12,511.00 021 REMOVE ROADSIDE SIGN EA 150.0000 9,450.00 1.000 150.00 022 REMOVE SIGN STRUCTURE EA 2,500.0000 12,500.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 03/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-083804 TIME 06:42 AM ESTIMATE NO. 14 BID OPENING 12/07/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/02 R.E. NAME: MOCKUS, CHRIS DATE OF THIS ESTIMATE 03/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE SIGN PANEL EA 1,200.0000 10,800.00 1.000 1,200.00 024 REMOVE 450 MM CULVERT M 100.0000 1,900.00 31.300 3,130.00 025 REMOVE 600 MM CULVERT M 100.0000 47,000.00 277.240 27,724.00 026 REMOVE 675 MM CULVERT M 100.0000 2,400.00 20.800 2,080.00 027 REMOVE 750 MM CULVERT M 125.0000 625.00 1.220 152.50 028 REMOVE 2100 MM CULVERT M 150.0000 4,050.00 25.000 3,750.00 029 REMOVE 2250 MM CULVERT M 150.0000 4,800.00 22.000 3,300.00 030 REMOVE INLET EA 1,250.0000 53,750.00 29.000 36,250.00 031 REMOVE HEADWALL EA 750.0000 3,750.00 10.000 7,500.00 032 REMOVE REINFORCED CONCRETE BOX CULVERT LS 10,000.0000 10,000.00 1.000 10,000.00 033 REMOVE CONCRETE PAVEMENT M2 10.0000 6,400.00 5,325.000 53,250.00 5,837.000 58,370.00 034 REMOVE ASPHALT CONCRETE SURFACING M2 2.0000 119,800.00 5,325.000 10,650.00 19,532.000 39,064.00 035 RELOCATE ROADSIDE SIGN EA 250.0000 14,000.00 2.000 500.00 036 RELOCATE SIGN STRUCTURE EA 6,000.0000 42,000.00 0.500 3,000.00 037 REMOVE CONCRETE (RETAINING WALL) M3 50.0000 15,500.00 0.000 0.00 038 REMOVE CONCRETE (JUNCTION STRUCTURE) M3 70.0000 3,220.00 0.000 0.00 039 REMOVE CONCRETE BARRIER M 18.0000 2,520.00 62.000 1,116.00 040 REMOVE CONCRETE (CURB, GUTTER, AND M3 36.0000 34,560.00 462.000 16,632.00 901.000 32,436.00 SIDEWALK) 041 REMOVE SOUND WALL M2 15.0000 36,000.00 3,470.000 52,050.00 042 CAP INLET EA 1,250.0000 11,250.00 9.000 11,250.00 043 BRIDGE REMOVAL (PORTION), LOCATION A LS 22,000.0000 22,000.00 1.000 22,000.00 044 BRIDGE REMOVAL (PORTION), LOCATION B LS 50,000.0000 50,000.00 0.000 0.00 045 CLEARING AND GRUBBING LS 138,000.0000 138,000.00 0.050 6,900.00 0.980 135,240.00 046 DEVELOP WATER SUPPLY LS 92,000.0000 92,000.00 0.023 2,116.00 0.307 28,244.00 047 ROADWAY EXCAVATION M3 11.0000 873,400.00 44,447.300 488,920.30 048 STRUCTURE EXCAVATION (BRIDGE) M3 20.0000 62,800.00 554.800 11,096.00 2,099.800 41,996.00 (F) 049 STRUCTURE EXCAVATION (RETAINING WALL) M3 10.0000 122,760.00 1,186.000 11,860.00 7,511.000 75,110.00 (F) PROGRAM CAS145 PAGE 3 DATE 03/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-083804 TIME 06:42 AM ESTIMATE NO. 14 BID OPENING 12/07/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/02 R.E. NAME: MOCKUS, CHRIS DATE OF THIS ESTIMATE 03/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE BACKFILL (BRIDGE) M3 60.0000 131,400.00 802.500 48,150.00 (F) 051 STRUCTURE BACKFILL (RETAINING WALL) M3 20.0000 448,060.00 292.000 5,840.00 3,086.200 61,724.00 (F) 052 SLURRY CEMENT BACKFILL M3 0.0100 5.40 0.000 0.00 053 SAND BACKFILL M3 130.0000 143,000.00 0.000 0.00 054 IMPORTED BORROW M3 0.0100 1,120.00 8,500.000 85.00 32,464.140 324.64 055 HIGHWAY PLANTING LS 150,000.0000 150,000.00 0.000 0.00 (S) 056 EROSION CONTROL (TYPE C) TONN 2,000.0000 4,000.00 0.000 0.00 (S) 057 TRANSPLANT TREE EA 800.0000 33,600.00 20.000 16,000.00 (S) 058 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.000 0.00 (S) 059 MAINTAIN EXISTING IRRIGATION FACILITIES LS 4,000.0000 4,000.00 0.023 92.00 0.298 1,192.00 (S) 060 IRRIGATION SYSTEM LS 280,000.0000 280,000.00 0.000 0.00 (S) 061 75 MM WELDED STEEL PIPE CONDUIT M 150.0000 2,400.00 0.000 0.00 (5.50 MM THICK) 062 150 MM WELDED STEEL PIPE CONDUIT M 200.0000 36,400.00 0.000 0.00 (S) (6.35 MM THICK) 063 EXTEND 150 MM CONDUIT M 250.0000 8,500.00 0.000 0.00 064 CLASS 2 AGGREGATE SUBBASE M3 18.0000 801,000.00 11,180.970 201,257.46 065 CLASS 2 AGGREGATE BASE M3 22.0000 367,400.00 5,034.870 110,767.14 066 LEAN CONCRETE BASE M3 120.0000 327,600.00 305.670 36,680.40 067 ASPHALT TREATED PERMEABLE BASE M3 115.0000 210,450.00 289.430 33,284.45 068 CEMENT TREATED PERMEABLE BASE M3 125.0000 1102,500.00 902.170 112,771.25 069 ASPHALT CONCRETE TONN 50.0000 2600,000.00 6,225.160 311,258.00 070 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 5.5000 8,250.00 0.000 0.00 071 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.5000 1,320.00 0.000 0.00 072 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 5.5000 38,775.00 0.000 0.00 073 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.5000 1,210.00 0.000 0.00 074 CONCRETE PAVEMENT M3 150.0000 523,500.00 670.950 100,642.50 075 SEAL PAVEMENT JOINT M 5.0000 22,450.00 0.000 0.00 076 FURNISH STEEL PILING (HP 310 X 79) M 14.0000 128,772.00 124.410 1,741.74 9,427.070 131,978.98 PROGRAM CAS145 PAGE 4 DATE 03/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-083804 TIME 06:42 AM ESTIMATE NO. 14 BID OPENING 12/07/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/02 R.E. NAME: MOCKUS, CHRIS DATE OF THIS ESTIMATE 03/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 DRIVE STEEL PILE (HP 310 X 79) EA 400.0000 236,800.00 8.000 3,200.00 591.000 236,400.00 (S) 078 FURNISH STEEL PILING (HP 360 X 132) M 24.0000 50,760.00 2,115.000 50,760.00 079 DRIVE STEEL PILE (HP 360 X 132) EA 400.0000 55,200.00 138.000 55,200.00 (S) 080 406 MM CAST-IN-DRILLED-HOLE M 100.0000 140,000.00 1,528.680 152,868.00 (S) CONCRETE PILING (BARRIER) 081 FURNISH PILING (CLASS 900C) M 12.5000 13,687.50 114.700 1,433.75 740.815 9,260.19 082 DRIVE PILE (CLASS 900C) EA 400.0000 33,200.00 9.000 3,600.00 56.000 22,400.00 (S) 083 FURNISH PILING (CLASS 625C) M 8.5000 15,648.50 383.000 3,255.50 963.875 8,192.94 084 DRIVE PILE (CLASS 625C) EA 400.0000 57,600.00 32.000 12,800.00 80.000 32,000.00 (S) 085 FURNISH PILING (CLASS 400C) M 8.5000 187,654.50 2,127.805 18,086.34 14,226.774 120,927.58 086 DRIVE PILE (CLASS 400C) EA 400.0000 781,600.00 184.000 73,600.00 1,237.000 494,800.00 (S) 087 356 MM CAST-IN-DRILLED-HOLE M 50.0000 205,000.00 80.000 4,000.00 2,836.442 141,822.10 (S) CONCRETE PILING (BARRIER) 088 PRESTRESSING CAST-IN-PLACE CONCRETE LS 100,000.0000 100,000.00 0.154 15,400.00 0.154 15,400.00 (S) 089 TIEBACK ANCHOR EA 900.0000 78,300.00 0.000 0.00 (S) 090 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 250.0000 204,250.00 240.000 60,000.00 (F) 091 STRUCTURAL CONCRETE, BRIDGE M3 450.0000 1584,000.00 990.207 445,593.15 (F) 092 STRUCTURAL CONCRETE, RETAINING WALL M3 640.0000 5042,560.00 1,110.000 710,400.00 4,007.750 2,564,960.00 (F) 093 STRUCTURAL CONCRETE, APPROACH SLAB M3 250.0000 56,500.00 56.000 14,000.00 (F) (TYPE N) 094 CLASS 1 CONCRETE (BOX CULVERT) M3 700.0000 5484,500.00 -43.000 -30,100.00 7,499.000 5,249,300.00 (F) 095 MINOR CONCRETE (MINOR STRUCTURE) M3 950.0000 299,250.00 9.650 9,167.50 99.610 94,629.50 (F) 096 ARCHITECTURAL TREATMENT M2 15.0000 132,225.00 147.000 2,205.00 3,733.000 55,995.00 (F) 097 DRILL AND BOND DOWEL M 70.0000 6,860.00 12.100 847.00 098 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 75.0000 810,000.00 486.400 36,480.00 486.400 36,480.00 (SF) 099 SOUND WALL (MASONRY BLOCK) M2 75.0000 86,250.00 0.000 0.00 100 JOINT SEAL (MR 15 MM) M 200.0000 3,000.00 0.000 0.00 (S) 101 JOINT SEAL (TYPE B - MR 50 MM) M 120.0000 5,160.00 0.000 0.00 (S) 102 JOINT SEAL ASSEMBLY (MR 80 MM) M 400.0000 5,200.00 0.000 0.00 (S) 103 JOINT SEAL ASSEMBLY (MR 100 MM) M 450.0000 5,400.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 5 DATE 03/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-083804 TIME 06:42 AM ESTIMATE NO. 14 BID OPENING 12/07/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/02 R.E. NAME: MOCKUS, CHRIS DATE OF THIS ESTIMATE 03/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 583,000.00 64,589.000 64,589.00 276,830.709 276,830.71 (SF) 105 BAR REINFORCING STEEL (RETAINING WALL) KG 1.1500 694,358.50 91,605.000 105,345.75 340,113.520 391,130.55 (F) 106 BAR REINFORCING STEEL (BOX CULVERT) KG 0.9500 916,750.00 980,648.000 931,615.60 (F) 107 SHOTCRETE M3 400.0000 24,000.00 0.000 0.00 (F) 108 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 99,760.00 0.000 0.00 (SF) 109 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 24,940.00 0.000 0.00 (SF) 110 760 MM CAST-IN-DRILLED-HOLE M 900.0000 25,200.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 111 920 MM CAST-IN-DRILLED-HOLE M 920.0000 57,960.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 112 1220 MM CAST-IN-DRILLED-HOLE M 1,050.0000 6,300.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 113 METAL (BARRIER MOUNTED SIGN) KG 22.0000 8,140.00 0.000 0.00 114 ROADSIDE SIGN - ONE POST EA 150.0000 3,750.00 14.000 2,100.00 115 ROADSIDE SIGN - TWO POST EA 250.0000 1,000.00 2.000 500.00 116 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 2,200.00 5.000 1,000.00 METHOD) 117 INSTALL SIGN OVERLAY M2 200.0000 1,200.00 0.000 0.00 118 INSTALL SIGN PANEL ON EXISTING FRAME M2 70.0000 6,300.00 0.000 0.00 119 PAINT CURB (2-COAT) M2 50.0000 700.00 35.000 1,750.00 120 450 MM HIGH DENSITY POLYETHYLENE M 115.0000 11,385.00 52.800 6,072.00 (F) PLASTIC PIPE 121 600 MM HIGH DENSITY POLYETHYLENE M 120.0000 450,000.00 1,326.440 159,172.80 (F) PLASTIC PIPE 122 750 MM HIGH DENSITY POLYETHYLENE M 335.0000 15,410.00 45.700 15,309.50 (F) PLASTIC PIPE 123 1200 MM HIGH DENSITY POLYETHYLENE M 350.0000 5,950.00 0.000 0.00 (F) PLASTIC PIPE 124 450 MM REINFORCED CONCRETE PIPE M 175.0000 2,275.00 0.000 0.00 125 600 MM REINFORCED CONCRETE PIPE M 200.0000 3,800.00 17.500 3,500.00 126 750 MM REINFORCED CONCRETE PIPE M 250.0000 4,000.00 18.900 4,725.00 127 1200 MM REINFORCED CONCRETE PIPE M 750.0000 5,475.00 0.000 0.00 128 2100 MM REINFORCED CONCRETE PIPE M 850.0000 22,950.00 26.900 22,865.00 129 2250 MM REINFORCED CONCRETE PIPE M 1,000.0000 19,000.00 19.000 19,000.00 130 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,150.0000 113,850.00 99.100 113,965.00 (CLASS V) PROGRAM CAS145 PAGE 6 DATE 03/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-083804 TIME 06:42 AM ESTIMATE NO. 14 BID OPENING 12/07/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/02 R.E. NAME: MOCKUS, CHRIS DATE OF THIS ESTIMATE 03/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 80 MM PLASTIC PIPE (EDGE DRAIN) M 16.0000 169,600.00 2,046.000 32,736.00 132 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 46.0000 20,700.00 140.840 6,478.64 133 PERMEABLE MATERIAL (CLASS 2) M3 60.0000 150,000.00 4,421.000 265,260.00 134 255 MM WELDED STEEL PIPE CASING (BRIDGE) M 200.0000 4,400.00 22.000 4,400.00 135 450 MM WELDED STEEL PIPE CASING (BRIDGE) M 260.0000 13,000.00 0.000 0.00 136 600 MM ALTERNATIVE FLARED END SECTION EA 500.0000 7,500.00 0.000 0.00 137 600 MM ALTERNATIVE PIPE RISER M 500.0000 3,000.00 3.100 1,550.00 138 900 MM PRECAST CONCRETE PIPE MANHOLE M 300.0000 2,100.00 5.000 1,500.00 (S) 139 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 52.0000 4,420.00 0.000 0.00 140 ROCK SLOPE PROTECTION (1/4T, METHOD B) TONN 28.0000 2,100.00 0.000 0.00 141 MINOR CONCRETE (CHANNEL LINING) M3 0.0100 21.50 648.000 6.48 142 SLOPE PAVING (CONCRETE) M3 200.0000 6,000.00 0.000 0.00 (F) 143 ROCK SLOPE PROTECTION FABRIC M2 2.0000 380.00 0.000 0.00 144 MINOR CONCRETE (MISCELLANEOUS M3 300.0000 60,000.00 14.160 4,248.00 CONSTRUCTION) 145 MINOR CONCRETE (GUTTER) M 60.0000 63,120.00 0.000 0.00 (F) 146 FRAME AND GRATE EA 250.0000 42,500.00 10.000 2,500.00 14.000 3,500.00 147 MANHOLE FRAME AND COVER EA 750.0000 5,250.00 5.000 3,750.00 6.000 4,500.00 (S) 148 BRIDGE DECK DRAINAGE SYSTEM LS 7,500.0000 7,500.00 0.000 0.00 (S) 149 CHAIN LINK FENCE (TYPE CL-1.8) M 25.0000 44,000.00 0.000 0.00 (S) 150 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 800.0000 1,600.00 0.000 0.00 (S) 151 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 600.0000 1,200.00 0.000 0.00 (S) 152 DELINEATOR (CLASS 1) EA 35.0000 5,250.00 0.000 0.00 153 OBJECT MARKER (TYPE L) EA 50.0000 1,250.00 0.000 0.00 154 METAL BEAM GUARD RAILING (WOOD POST) M 90.0000 48,600.00 0.000 0.00 (S) 155 CONCRETE BARRIER (TYPE 50D MODIFIED) M 500.0000 3,500.00 0.000 0.00 (F) 156 CABLE RAILING M 16.0000 16,960.00 0.000 0.00 (SF) 157 GUARD, CABLE FENCE M 26.0000 15,080.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 7 DATE 03/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-083804 TIME 06:42 AM ESTIMATE NO. 14 BID OPENING 12/07/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/02 R.E. NAME: MOCKUS, CHRIS DATE OF THIS ESTIMATE 03/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 TERMINAL SYSTEM (TYPE SRT) EA 1,500.0000 42,000.00 0.000 0.00 159 CRASH CUSHION, SAND FILLED EA 7,500.0000 15,000.00 0.000 0.00 (S) 160 CRASH CUSHION (TYPE RECT9SCBS) EA 18,000.0000 18,000.00 0.000 0.00 (S) 161 CONCRETE BARRIER (TYPE 60) M 70.0000 28,000.00 0.000 0.00 162 CONCRETE BARRIER (TYPE 60C) M 140.0000 110,600.00 0.000 0.00 163 CONCRETE BARRIER (TYPE 60D) M 65.0000 33,085.00 0.000 0.00 (F) 164 CONCRETE BARRIER (TYPE 60E) M 170.0000 56,100.00 0.000 0.00 165 CONCRETE BARRIER (TYPE 732) M 70.0000 389,970.00 347.204 24,304.28 1,874.804 131,236.28 (SF) 166 THERMOPLASTIC PAVEMENT MARKING M2 24.0000 5,760.00 4.640 111.36 (S) 167 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 32,640.00 768.400 614.72 (S) 168 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.4000 8,328.00 39.320 94.37 (S) 169 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 5,600.00 0.000 0.00 (S) (BROKEN 3.66 M - 0.92 M) 170 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 408.00 121.920 73.15 (S) (BROKEN 5.18 M - 2.14 M) 171 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 3,200.00 0.000 0.00 (S) (BROKEN 11.00 M - 3.50 M) 172 PAINTED STRIPE AND PAVEMENT MARKING M2 22.0000 374.00 0.000 0.00 (S) 173 PAINT TRAFFIC STRIPE (2-COAT) M 3.5000 1,330.00 0.000 0.00 174 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1000 11,880.00 596.000 655.60 (S) 175 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.9500 20,060.00 400.000 1,180.00 176 SIGNAL AND LIGHTING (LOCATION 1) LS 5,000.0000 5,000.00 0.000 0.00 (S) 177 SIGNAL AND LIGHTING (LOCATION 2) LS 25,000.0000 25,000.00 0.000 0.00 (S) 178 SIGNAL AND LIGHTING (LOCATION 3) LS 25,000.0000 25,000.00 0.786 19,650.00 (S) 179 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.018 3,600.00 0.192 38,400.00 (S) 180 CHANGEABLE MESSAGE SIGN SYSTEM LS 18,000.0000 18,000.00 0.170 3,060.00 (S) 181 COMMUNICATION CONDUIT M 65.0000 204,750.00 810.000 52,650.00 (S) 182 TRAFFIC MONITORING STATION (LOCATION 1) LS 15,000.0000 15,000.00 0.007 105.00 (S) 183 TRAFFIC MONITORING STATION (LOCATION 2) LS 14,000.0000 14,000.00 0.009 126.00 0.084 1,176.00 (S) 184 TRAFFIC MONITORING STATION (LOCATION 3) LS 5,000.0000 5,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 03/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-083804 TIME 06:42 AM ESTIMATE NO. 14 BID OPENING 12/07/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/02 R.E. NAME: MOCKUS, CHRIS DATE OF THIS ESTIMATE 03/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 RAMP METERING SYSTEM (LOCATION 1) LS 12,000.0000 12,000.00 0.000 0.00 (S) 186 RAMP METERING SYSTEM (LOCATION 2) LS 24,000.0000 24,000.00 0.003 72.00 (S) 187 RAMP METERING SYSTEM (LOCATION 3) LS 30,000.0000 30,000.00 0.003 90.00 (S) 188 RAMP METERING SYSTEM (LOCATION 4) LS 31,000.0000 31,000.00 0.003 93.00 (S) 189 RAMP METERING SYSTEM (LOCATION 5) LS 28,000.0000 28,000.00 0.003 84.00 (S) 190 RAMP METERING SYSTEM (LOCATION 6) LS 29,000.0000 29,000.00 0.379 10,991.00 (S) 191 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 192 LEAD COMPLIANCE PLAN LS 60,000.0000 60,000.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 03/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-083804 TIME 06:42 AM ESTIMATE NO. 14 BID OPENING 12/07/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/02 R.E. NAME: MOCKUS, CHRIS DATE OF THIS ESTIMATE 03/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,264,750.11 15,808,833.39 ADJUSTMENT OF COMPENSATION 43,310.53 93,605.40 EXTRA WORK 196,490.29 583,792.74 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,504,550.93 16,486,231.53 193 MOBILIZATION LS 3544,935.0000 3544,935.00 0.950 3,367,688.25 ORIGINAL CONTRACT AMOUNT 36,678,302.90 TOTAL WORK COMPLETED 1,504,550.93 19,853,919.78 MATERIALS ON HAND ON SITE 113,206.86 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -40,000.00 TOTAL 1,504,550.93 19,927,126.64 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 01/18/01 1070 02/05/01 02/05/01 05/23/05 273 8 0 0 52% 26% PROGRESS IS SATISFACTORY MOCKUS, CHRIS RESIDENT ENGINEER PROGRAM CAS145 DATE 03/22/02