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 11/05/03 EST. NO.22 TIME 09:34 AM R.E. NAME: FRAYWAT, NABIL 08-3555U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 11/05/03 EST. NO.22 TIME 09:34 AM R.E. NAME: FRAYWAT, NABIL 08-3555U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE A/C OUT OF SPEC -592.31 02 SWPPP NON-COMPLIANCE -584,111.92 06 ITEM NO. 113 -1,200.00 07 SWPPP NON-COMPLIANCE 584,111.92 07 REQUEST FOR STAKING -22,500.00 11 SWPPP NON-COMPLIANCE -1,150,558.00 11 TEST STRIP DENSITY -3,530.90 11 SWPPP NON COMPLIANCE 1,150,558.00 12 INADEQUATE LCB -965.25 15 OUT OF STATE INSPECT -5,000.00 15 PCCP DEFICIENCIES -19,886.23 18 SURVEY RESTAKING -3,600.00 18 SWPPP -1,377,603.50 18 PCCP DEFICIENCIES -3,867.84 19 ASPHALT GRADING -1,150.50 21 SWPPP 1,377,603.50 22 1,377,603.50 -62,293.03 LABOR COMPLIANCE VIOLATION PAYROLL DISCREPANCY -10,000.00 08 PAYROLL DISCREPANCY 10,000.00 09 MISSING DOCUMENTS -10,000.00 19 MISSING PAYROLLS -10,000.00 21 0.00 -20,000.00 TOTAL DEDUCTIONS 1,377,603.50 -82,293.03 PROGRAM CAS145 PAGE 1 DATE 11/05/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:34 AM ESTIMATE NO. 22 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 11/05/03 LOCATION SUPPLEMENTAL PROGRESS ESTIMATE 08-SBD-15-41.9/70.6 ------------------------------ E L YEAGER CONSTRUCTION IN SAN BERNARDINO COUNTY IN AND COMPANY INC NEAR VICTORVILLE, APPLE VALLEY AND P O BOX 87 BARSTOW AT VARIOUS LOCATIONS RIVERSIDE CA 925020087 FED. AID NO. ACIM-015 -1(215)145,ACNH-015 -1(215)N ,I-015 -1(215)N WIDEN ROADWAY AND BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 22,500.0000 22,500.00 0.750 16,875.00 02 TEMPORARY TORTOISE FENCE M 8.5000 5,100.00 5,468.500 46,482.25 03 TEMPORARY FENCE (TYPE CL-1.8) M 24.0000 53,520.00 1,172.300 28,135.20 04 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 0.750 7,500.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 125,000.0000 125,000.00 0.480 60,000.00 06 CONSTRUCTION AREA SIGN (1-POST) EA 185.0000 79,550.00 344.680 63,765.80 S) 07 CONSTRUCTION AREA SIGN (2-POST) EA 575.0000 57,500.00 30.950 17,796.25 S) 08 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.510 204,000.00 S) 09 TYPE III BARRICADE EA 75.0000 24,000.00 126.000 9,450.00 S) 10 TEMPORARY PAVEMENT MARKING (PAINT) M2 20.0000 1,580.00 12.020 240.40 S) 11 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.5000 157,500.00 80,527.000 281,844.50 S) 12 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.5000 148,000.00 287,986.000 143,993.00 S) 13 CHANNELIZER (SURFACE MOUNTED) EA 26.0000 117,000.00 2,508.000 65,208.00 S) 14 CHANNELIZER (SURFACE MOUNTED) EA 26.0000 20,800.00 0.000 0.00 S) (LEFT IN PLACE) 15 FLASHING BEACON (PORTABLE) EA 1,000.0000 7,000.00 4.390 4,390.00 S) 16 TEMPORARY PAVEMENT MARKER EA 2.5000 173,000.00 57,727.000 144,317.50 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 135,000.00 6.120 91,800.00 S) 18 TEMPORARY RAILING (TYPE K) M 15.0000 2,010,000.00 86,881.062 1,303,215.93 S) 19 TEMPORARY CRASH CUSHION MODULE EA 200.0000 90,000.00 392.000 78,400.00 S) 20 TEMPORARY TRAFFIC SCREEN M 5.0000 845,000.00 112,578.000 562,890.00 S) 21 ABANDON CULVERT M 14.0000 22,820.00 295.200 4,132.80 22 OBLITERATE SURFACING M2 2.0000 614,000.00 5,955.000 11,910.00 PROGRAM CAS145 PAGE 2 DATE 11/05/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:34 AM ESTIMATE NO. 22 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 11/05/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE FENCE (TYPE BW AND TYPE WM) M 1.7500 79,100.00 64,183.000 112,320.25 24 REMOVE CHAIN LINK FENCE M 3.0000 3,030.00 1,128.400 3,385.20 25 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.7000 121,210.00 12,912.000 21,950.40 26 REMOVE YELLOW PAINTED PAVEMENT MARKING M2 20.0000 2,000.00 0.000 0.00 27 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.7000 36,040.00 4,143.000 7,043.10 STRIPE 28 REMOVE PAINTED TRAFFIC STRIPE M 1.1500 124,200.00 67,876.000 78,057.40 29 REMOVE PAINTED PAVEMENT MARKING M2 12.0000 6,000.00 100.920 1,211.04 30 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 15.0000 3,000.00 0.000 0.00 31 REMOVE PAVEMENT MARKER EA 0.5000 22,050.00 20,541.000 10,270.50 32 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 4,700.00 17.000 1,700.00 33 REMOVE SIGN STRUCTURE EA 3,000.0000 12,000.00 1.000 3,000.00 34 REMOVE ASPHALT CONCRETE DIKE M 5.0000 1,350.00 556.000 2,780.00 35 REMOVE CULVERT M 20.0000 162,800.00 4,764.200 95,284.00 36 REMOVE INLET EA 400.0000 48,000.00 70.300 28,120.00 37 REMOVE HEADWALL EA 600.0000 162,000.00 190.000 114,000.00 38 REMOVE CONCRETE PAVEMENT M3 18.0000 153,720.00 8,383.000 150,894.00 39 REMOVE ASPHALT CONCRETE SURFACING M2 5.0000 22,650.00 2,239.400 11,197.00 40 REMOVE CONCRETE DECK SURFACE M2 30.0000 60,000.00 899.000 26,970.00 41 SALVAGE METAL BEAM GUARD RAILING M 17.0000 7,310.00 281.940 4,792.98 42 RECONSTRUCT WOOD FENCE M 60.0000 8,400.00 15.000 900.00 43 RECONSTRUCT FENCE (TYPE BW) M 4.5000 108,450.00 0.000 0.00 44 RECONSTRUCT FENCE (TYPE WM) M 6.5000 10,270.00 0.000 0.00 45 RECONSTRUCT CHAIN LINK FENCE M 34.0000 17,340.00 25.000 850.00 46 RESET MILEPOST MARKER EA 20.0000 5,200.00 0.000 0.00 47 RESET OBJECT MARKER EA 20.0000 1,800.00 0.000 0.00 48 RESET ROADSIDE SIGN (ONE POST) EA 150.0000 7,800.00 64.000 9,600.00 49 RESET ROADSIDE SIGN (TWO POST) EA 500.0000 22,000.00 24.000 12,000.00 PROGRAM CAS145 PAGE 3 DATE 11/05/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:34 AM ESTIMATE NO. 22 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 11/05/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 RESET OVERHEAD SIGN PANEL EA 500.0000 1,500.00 0.000 0.00 51 RESET SURVEY MONUMENT EA 175.0000 22,750.00 0.000 0.00 52 RELOCATE CONCRETE BARRIER (TYPE K) M 8.0000 328,800.00 32,722.000 261,776.00 53 RELOCATE ROADSIDE SIGN-ONE POST EA 150.0000 9,900.00 28.000 4,200.00 54 RELOCATE ROADSIDE SIGN-TWO POST EA 500.0000 5,500.00 7.000 3,500.00 55 RELOCATED OVERHEAD SIGN PANEL EA 1,500.0000 1,500.00 0.000 0.00 56 RELOCATE SIGN STRUCTURE EA 3,000.0000 12,000.00 1.000 3,000.00 57 MODIFY INLET EA 2,000.0000 50,000.00 1.000 2,000.00 58 MODIFY DROP STRUCTURE LS 3,600.0000 3,600.00 1.000 3,600.00 59 COLD PLAN ASPHALT CONCRETE PAVEMENT M2 1.7500 572,250.00 49,627.320 86,847.81 S) (100 MM, MAXIMUM) 60 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.0000 112,000.00 110,713.080 110,713.08 S) (60 MM MAXIMUM) 61 COLD PLAN LEAN CONCRETE BASE M2 1.0000 26,200.00 0.000 0.00 S) (30 MM, MAXIMUM) 62 SAWCUT ASPHALT CONCRETE M 0.1000 6,400.00 28,089.000 2,808.90 (300 MM DEEP) 63 SAWCUT ASPHALT CONCRETE M 0.1000 370.00 3,385.000 338.50 (340 MM DEPTH) 64 REPLACE CONCRETE BARRIER (TYPE K) M 70.0000 151,900.00 0.000 0.00 65 REMOVE CONCRETE M3 80.0000 68,000.00 281.853 22,548.24 66 REMOVE CONCRETE (CURB AND GUTTER) M 17.0000 850.00 36.000 612.00 67 REMOVE CONCRETE CURB AND SIDEWALK M3 60.0000 6,000.00 0.000 0.00 68 PREPARE CONCRETE BRIDGE DECK SURFACE M2 20.0000 4,000.00 0.000 0.00 69 REMOVE SOUND WALL M2 250.0000 500.00 2.000 500.00 70 REMOVE BRIDGE APPROACH RAILING EA 600.0000 9,600.00 0.000 0.00 71 RAILROAD TRACK REMOVAL M 8.0000 11,120.00 1,200.000 9,600.00 72 GRADE CROSSING REMOVAL M 75.0000 12,000.00 160.000 12,000.00 73 BRIDGE REMOVAL LS 76,000.0000 76,000.00 0.450 34,200.00 74 BRIDGE REMOVAL (PORTION), LOCATION A LS 24,000.0000 24,000.00 0.950 22,800.00 75 BRIDGE REMOVAL (PORTION), LOCATION B LS 30,000.0000 30,000.00 0.870 26,100.00 76 BRIDGE REMOVAL (PORTION), LOCATION C LS 48,000.0000 48,000.00 1.000 48,000.00 PROGRAM CAS145 PAGE 4 DATE 11/05/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:34 AM ESTIMATE NO. 22 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 11/05/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 BRIDGE REMOVAL (PORTION), LOCATION D LS 17,000.0000 17,000.00 1.000 17,000.00 78 BRIDGE REMOVAL (PORTION), LOCATION E LS 13,000.0000 13,000.00 0.900 11,700.00 79 600 MM PLASTIC PIPELINER M 150.0000 36,000.00 0.000 0.00 80 900 MM PLASTIC PIPELINER M 200.0000 80,000.00 0.000 0.00 81 1200 MM PLASTIC PIPELINER M 300.0000 150,000.00 0.000 0.00 82 CLEARING AND GRUBBING LS 180,000.0000 180,000.00 0.910 163,800.00 83 DEVELOP WATER SUPPLY LS 315,000.0000 315,000.00 1.000 315,000.00 84 ROADWAY EXCAVATION M3 6.5000 8,515,000.00 864,045.800 5,616,297.70 85 ROADWAY EXCAVATION (TYPE Y) M3 7.0000 1,638,000.00 219,716.000 1,538,012.00 (AERIALLY DEPOSITED LEAD) 86 LEAD COMPLIANCE PLAN LS 15,000.0000 15,000.00 1.000 15,000.00 87 SHOULDER BACKING M3 2.0000 110,000.00 8,599.860 17,199.72 88 STRUCTURE EXCAVATION (BRIDGE) M3 30.0000 214,200.00 7,140.000 214,200.00 F) 89 STRUCTURE EXCAVATION (RETAINING WALL) M3 8.0000 115,200.00 8,859.300 70,874.40 90 STRUCTURE BACKFILL (BRIDGE) M3 45.0000 200,700.00 3,251.000 146,295.00 F) 91 STRUCTURE BACKFILL (RETAINING WALL) M3 12.0000 128,400.00 7,185.430 86,225.16 92 PERVIOUS BACKFILL MATERIAL M3 120.0000 22,800.00 279.000 33,480.00 F) 93 PERVIOUS BACKFILL MATERIAL (RETAINING M3 60.0000 40,800.00 252.910 15,174.60 WALL) 94 SAND BACKFILL M3 130.0000 137,800.00 26.440 3,437.20 95 HIGHWAY PLANTING LS 8,000.0000 8,000.00 0.000 0.00 S) 96 ROADSIDE CLEARING LS 9,000.0000 9,000.00 0.000 0.00 97 ROCK GRAVEL (TYPE 1) M2 8.0000 150,400.00 0.000 0.00 S) 98 DUFF HA 1,100.0000 143,000.00 78.030 85,833.00 S) 99 STRAW (EROSION CONTROL) TONN 225.0000 2,025.00 0.000 0.00 S) 00 FIBER (EROSION CONTROL) KG 0.8000 2,136.00 0.000 0.00 S) 01 COMPOST (EROSION CONTROL) KG 0.0200 200.00 0.000 0.00 S) 02 PURE LIVE SEED (EROSION CONTROL) KG 150.0000 10,050.00 0.000 0.00 S) 03 STABILIZING EMULSION (EROSION CONTROL) KG 1.3000 1,742.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 11/05/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:34 AM ESTIMATE NO. 22 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 11/05/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 JUTE MESH M2 1.2500 27,750.00 0.000 0.00 S) 05 TRANSPLANT JOSHUA TREE EA 300.0000 4,800.00 0.000 0.00 S) 06 TRANSPLANT YUCCA PLANT EA 100.0000 2,100.00 0.000 0.00 S) 07 MAINTAIN EXISTING PLANTS LS 6,500.0000 6,500.00 0.359 2,333.50 S) 08 PLANT ESTABLISHMENT WORK LS 30,000.0000 30,000.00 0.000 0.00 S) 09 IRRIGATION SYSTEM LS 133,000.0000 133,000.00 0.000 0.00 S) 10 200 MM CORRUGATED STEEL PIPE CONDUIT M 235.0000 49,350.00 77.420 18,193.70 S) (1.63 MM THICK) 11 300 MM WELDED STEEL PIPE CONDUIT M 500.0000 30,000.00 0.000 0.00 S) (6.35 MM THICK) 12 CLASS 2 AGGREGATE SUBBASE M3 10.0000 1,640,000.00 90,135.130 901,351.30 13 CLASS 2 AGGREGATE BASE M3 24.0000 2,042,400.00 81,344.390 1,952,265.36 14 AGGREGATE BASE (APPROACH SLAB) M3 75.0000 4,275.00 0.000 0.00 15 LEAN CONCRETE BASE M3 62.0000 7,316,000.00 55,214.130 3,423,276.06 16 ASPHALT TREATED PERMEABLE BASE M3 80.0000 41,600.00 122.740 9,819.20 17 ASPHALT CONCRETE (TYPE A, BOND BREAKER) TONN 32.0000 2,009,600.00 18,929.180 605,733.76 18 ASPHALT CONCRETE (TYPE C) TONN 34.0000 1,305,600.00 20,648.350 702,043.90 19 ASPHALT CONCRETE TONN 32.0000 8,192,000.00 165,674.410 5,301,581.12 20 ASPHALT CONCRETE (OPEN GRADED) TONN 33.0000 419,100.00 329.580 10,876.14 21 PAVING ASPHALT (PAINT BINDER) TONN 300.0000 567,000.00 193.410 58,023.00 22 PAVEMENT REINFORCING FABRIC M2 2.0000 1,900.00 0.000 0.00 23 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 4.0000 164,000.00 0.000 0.00 AREA) 24 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.6000 338.00 0.000 0.00 25 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 1.6000 5,200.00 0.000 0.00 26 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 1.6000 5,888.00 0.000 0.00 27 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.6000 858.00 0.000 0.00 28 RUMBLE STRIP M 0.1000 6,690.00 1,794.000 179.40 29 CONCRETE PAVEMENT M3 74.5000 19,966,000.00 114,374.230 8,520,880.14 30 PLACE CONCRETE DIKE (TYPE C MODIFIED) M 5.0000 950.00 106.000 530.00 PROGRAM CAS145 PAGE 6 DATE 11/05/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:34 AM ESTIMATE NO. 22 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 11/05/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 PLACE CONCRETE DIKE (TYPE D MODIFIED) M 5.0000 35,000.00 6,375.000 31,875.00 32 PLACE CONCRETE DIKE (TYPE F MODIFIED) M 5.0000 700.00 64.000 320.00 33 RUMBLE STRIP (PORTLAND CEMENT CONCRETE M 0.2500 17,950.00 31,766.000 7,941.50 S) PAVEMENT) (ROLLED-IN-INDICATATIONS) 34 SEAL PAVEMENT JOINT M 1.0000 364,000.00 164,952.390 164,952.39 35 FURNISH STEEL PILING (HP 250 X 62) M 25.0000 38,125.00 1,570.064 39,251.60 36 DRIVE STEEL PILE (HP 250 X 62) EA 900.0000 160,200.00 178.000 160,200.00 S) 37 FURNISH STEEL PILING (HP 250 X 85) M 40.0000 9,200.00 227.399 9,095.96 38 DRIVE STEEL PILE (HP 250 X 85) EA 700.0000 24,500.00 35.000 24,500.00 S) 39 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 85.0000 295,630.00 3,488.670 296,536.95 S) PILING 40 350 MM CAST-IN-DRILLED-HOLE CONCRETE M 85.0000 19,550.00 228.000 19,380.00 S) PILING (SOUND WALL) 41 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 85.0000 6,290.00 74.000 6,290.00 S) PILING (SOUND WALL) 42 PRESTRESSING CAST-IN-PLACE CONCRETE LS 16,000.0000 16,000.00 0.000 0.00 S) 43 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 275.0000 426,250.00 1,592.000 437,800.00 F) 44 STRUCTURAL CONCRETE, BRIDGE M3 495.0000 2,450,250.00 4,464.880 2,210,115.60 F) 45 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 46 STRUCTURAL CONCRETE, RETAINING WALL M3 225.0000 1,161,000.00 3,252.680 731,853.00 47 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 285,000.00 404.560 202,280.00 F) (TYPE N) 48 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 312,000.00 166.430 99,858.00 F) (TYPE R) 49 STRUCTURAL CONCRETE,APPROACH SLAB M3 675.0000 24,300.00 36.000 24,300.00 F) (TYPE EQ MODIFIED) 50 STRUCTURAL CONCRETE,APPROACH SLAB M3 550.0000 22,550.00 0.000 0.00 F) (TYPE R MODIFIED) 51 CLASS 2 CONCRETE (BOX CULVERT) M3 650.0000 546,000.00 586.920 381,498.00 52 CLASS 2 CONCRETE (CHANNEL LINING) M3 225.0000 99,000.00 127.270 28,635.75 53 CLASS 2 CONCRETE (HEADWALL) M3 700.0000 658,000.00 535.300 374,710.00 54 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 220,000.00 90.860 90,860.00 55 PAVING NOTCH EXTENSION M3 4,000.0000 60,000.00 7.710 30,840.00 56 CONCRETE SURFACE TEXTURE M2 100.0000 385,000.00 1,554.000 155,400.00 57 DRILL AND BOND DOWEL M 60.0000 166,200.00 879.860 52,791.60 PROGRAM CAS145 PAGE 7 DATE 11/05/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:34 AM ESTIMATE NO. 22 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 11/05/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 DRILLED HOLE (16 MM) M 30.0000 4,200.00 766.470 22,994.10 59 CLEAN EXPANSION JOINT M 30.0000 10,800.00 78.800 2,364.00 60 FURNISH POLYESTER CONCRETE OVERLAY M3 1,700.0000 18,700.00 0.000 0.00 61 PLACE POLYESTER CONCRETE OVERLAY M2 75.0000 15,000.00 0.000 0.00 62 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 125.0000 420,000.00 3,786.200 473,275.00 S) 63 SOUND WALL (MASONRY BLOCK) M2 125.0000 117,500.00 843.530 105,441.25 S) 64 PTFE SPHERICAL BEARING EA 8,000.0000 64,000.00 8.000 64,000.00 S) 65 JOINT SEAL (TYPE A - MR 30 MM) M 70.0000 43,400.00 46.000 3,220.00 S) 66 JOINT SEAL (MR 15 MM) M 70.0000 7,000.00 0.000 0.00 S) 67 JOINT SEAL (MR 40 MM) M 310.0000 2,790.00 0.000 0.00 S) 68 BAR REINFORCING STEEL KG 1.1500 202,400.00 111,287.600 127,980.74 S) 69 BAR REINFORCING STEEL (BRIDGE) KG 1.0400 1,046,864.00 902,780.000 938,891.20 SF) 70 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0500 306,600.00 199,377.006 209,345.86 S) 71 WATERPROOFING AND COVER M2 85.0000 43,350.00 510.000 43,350.00 SF) 72 FURNISH STRUCTURAL STEEL (BRIDGE) KG 2.3000 1,197,610.00 520,700.000 1,197,610.00 F) 73 ERECT STRUCTURAL STEEL (BRIDGE) KG 0.6000 312,420.00 520,700.000 312,420.00 SF) 74 FURNISH CMS SIGN STRUCTURE KG 7.8000 122,460.00 0.000 0.00 75 INSTALL CMS SIGN STRUCTURE KG 0.7500 11,775.00 0.000 0.00 S) 76 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 492,000.00 15,030.000 60,120.00 77 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3000 36,900.00 15,030.000 4,509.00 S) 78 760 MM CAST-IN-DRILLED-HOLE M 800.0000 51,200.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 79 920 MM CAST-IN-DRILLED-HOLE M 900.0000 99,000.00 99.000 89,100.00 S) CONCRETE PILE (SIGN FOUNDATION) 80 1220 MM CAST-IN-DRILLED-HOLE M 1,000.0000 6,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 81 ROADSIDE SIGN - ONE POST EA 250.0000 16,500.00 8.000 2,000.00 82 ROADSIDE SIGN - TWO POST EA 700.0000 6,300.00 0.000 0.00 83 INSTALL SIGN OVERLAY M2 150.0000 300.00 0.000 0.00 84 CLEAN AND PAINT STRUCTURAL STEEL LS 250,000.0000 250,000.00 0.650 162,500.00 S) PROGRAM CAS145 PAGE 8 DATE 11/05/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:34 AM ESTIMATE NO. 22 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 11/05/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 RAILROAD BALLAST M3 40.0000 144,800.00 2,747.780 109,911.20 S) 86 RAILROAD SUBBALLAST M3 25.0000 125,000.00 4,021.490 100,537.25 S) 87 RAILROAD APPROACH RAILING (TYPE I) M 250.0000 15,500.00 62.000 15,500.00 88 RAILROAD APPROACH RAILING (TYPE II) M 640.0000 35,200.00 55.000 35,200.00 89 WOOD PLANK GRADE CROSSING M 350.0000 77,000.00 215.000 75,250.00 S) 90 RAILROAD TRACK M 250.0000 347,500.00 1,387.000 346,750.00 S) 91 375 MM ALTERNATIVE PIPE CULVERT M 140.0000 56,000.00 294.800 41,272.00 92 450 MM ALTERNATIVE PIPE CULVERT M 95.0000 73,150.00 445.600 42,332.00 93 600 MM ALTERNATIVE PIPE CULVERT M 200.0000 124,000.00 253.000 50,600.00 94 750 MM ALTERNATIVE PIPE CULVERT M 175.0000 89,250.00 263.500 46,112.50 95 900 MM ALTERNATIVE PIPE CULVERT M 300.0000 363,000.00 648.200 194,460.00 96 1050 MM ALTERNATIVE PIPE CULVERT M 400.0000 440,000.00 621.400 248,560.00 97 1200 MM ALTERNATIVE PIPE CULVERT M 250.0000 1,237,500.00 1,710.900 427,725.00 98 1350 MM ALTERNATIVE PIPE CULVERT M 500.0000 4,745,000.00 5,335.100 2,667,550.00 99 1650 MM ALTERNATIVE PIPE CULVERT M 700.0000 98,000.00 108.760 76,132.00 00 1950 MM ALTERNATIVE PIPE CULVERT M 700.0000 112,000.00 163.200 114,240.00 01 450 MM REINFORCED CONCRETE PIPE M 175.0000 16,625.00 68.300 11,952.50 02 600 MM REINFORCED CONCRETE PIPE M 180.0000 12,600.00 41.700 7,506.00 03 750 MM REINFORCED CONCRETE PIPE M 325.0000 19,500.00 44.000 14,300.00 04 900 MM REINFORCED CONCRETE PIPE M 450.0000 35,100.00 46.800 21,060.00 05 1050 MM REINFORCED CONCRETE PIPE M 400.0000 48,000.00 55.400 22,160.00 06 1200 MM REINFORCED CONCRETE PIPE M 500.0000 70,000.00 37.500 18,750.00 07 1350 MM REINFORCED CONCRETE PIPE M 350.0000 178,500.00 363.500 127,225.00 08 80 MM PLASTIC PIPE (EDGE DRAIN) M 18.0000 21,600.00 445.000 8,010.00 09 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 75.0000 27,000.00 67.000 5,025.00 10 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 11 GRATED LINE DRAIN M 350.0000 18,550.00 46.500 16,275.00 PROGRAM CAS145 PAGE 9 DATE 11/05/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:34 AM ESTIMATE NO. 22 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 11/05/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 300 MM CORRUGATED STEEL PIPE RISER M 500.0000 42,500.00 56.600 28,300.00 (1.63 MM THICK) 13 900 MM CORRUGATED STEEL PIPE RISER M 1,200.0000 216,000.00 161.750 194,100.00 (2.01 MM THICK) 14 375 MM STEEL FLARED END SECTION EA 300.0000 5,100.00 7.000 2,100.00 15 450 MM STEEL FLARED END SECTION EA 350.0000 8,750.00 5.000 1,750.00 16 600 MM STEEL FLARED END SECTION EA 350.0000 10,850.00 1.000 350.00 17 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 75.0000 48,750.00 432.600 32,445.00 18 ROCK SLOPE PROTECTION M3 80.0000 103,200.00 996.100 79,688.00 (FACING, METHOD B) 19 ROCK SLOPE PROTECTION M3 150.0000 153,000.00 643.100 96,465.00 (BACKING NO. 1, METHOD B) 20 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 75.0000 133,500.00 973.500 73,012.50 21 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 75.0000 25,500.00 215.500 16,162.50 22 SLOPE PAVING (CONCRETE) M3 500.0000 23,500.00 22.489 11,244.50 23 ROCK SLOPE PROTECTION FABRIC M2 3.0000 33,300.00 6,402.900 19,208.70 24 MINOR CONCRETE (MISCELLANEOUS M3 500.0000 50,000.00 14.270 7,135.00 CONSTRUCTION) 25 MINOR CONCRETE (GUTTER) M 75.0000 52,500.00 359.580 26,968.50 26 MISCELLANEOUS IRON AND STEEL KG 2.0000 60,000.00 13,701.000 27,402.00 S) 27 MISCELLANEOUS METAL KG 13.0000 18,720.00 1,311.250 17,046.25 SF)(RESTRAINER - PIPE TYPE) 28 MISCELLANEOUS METAL (BRIDGE) KG 13.0000 25,480.00 1,960.000 25,480.00 SF) 29 FENCE (TYPE BW, 5 STRAND, METAL POST) M 6.5000 264,550.00 60,250.000 391,625.00 S) 30 FENCE (TYPE WM, METAL POST) M 6.5000 33,800.00 4,266.000 27,729.00 S) 31 CHAIN LINK FENCE (TYPE CL-1.8) M 30.0000 150,300.00 371.000 11,130.00 S) 32 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 800.0000 800.00 0.000 0.00 S) 33 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 3,000.00 0.000 0.00 S) 34 DELINEATOR (CLASS 1) EA 45.0000 18,000.00 0.000 0.00 35 METAL BEAM GUARD RAILING (WOOD POST) M 54.0000 82,080.00 127.010 6,858.54 S) 36 CORRUGATED METAL GUARD RAILING M 200.0000 30,000.00 150.000 30,000.00 S) 37 CONCRETE BARRIER (TYPE K) M 75.0000 385,500.00 3,233.000 242,475.00 38 CONCRETE BARRIER (TYPE K MODIFIED) M 85.0000 7,310.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 11/05/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:34 AM ESTIMATE NO. 22 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 11/05/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 CONCRETE BARRIER (TYPE 25) M 165.0000 12,870.00 0.000 0.00 F) 40 CONCRETE BARRIER (TYPE 27A) M 250.0000 5,000.00 0.000 0.00 41 DOUBLE THRIE BEAM BARRIER (STEEL POST) M 54.0000 75,600.00 0.000 0.00 S) 42 CABLE RAILING M 24.0000 59,280.00 199.000 4,776.00 S) 43 TERMINAL SYSTEM (TYPE ET) EA 2,400.0000 12,000.00 1.000 2,400.00 S) 44 TERMINAL SYSTEM (TYPE SRT) EA 1,650.0000 128,700.00 9.000 14,850.00 S) 45 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 300.0000 13,800.00 8.000 2,400.00 S) 46 CONCRETE BARRIER (TYPE 60) M 132.0000 3,960.00 0.000 0.00 47 CONCRETE BARRIER (TYPE 60A) M 130.0000 14,950.00 100.540 13,070.20 F) 48 CONCRETE BARRIER (TYPE 60C) M 145.0000 78,300.00 427.000 61,915.00 49 CONCRETE BARRIER (TYPE 60D) M 100.0000 78,000.00 65.000 6,500.00 50 CONCRETE BARRIER M 150.0000 26,700.00 0.000 0.00 F) (TYPE 60 A MODIFIED) 51 CONCRETE BARRIER (TYPE 60 W) M 400.0000 184,000.00 458.000 183,200.00 52 CONCRETE BARRIER (TYPE 736) M 80.0000 142,400.00 695.394 55,631.52 F) 53 CONCRETE BARRIER (TYPE 736SV) M 100.0000 3,000.00 30.000 3,000.00 54 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 18,900.00 0.000 0.00 S) 55 THERMOPLASTIC TRAFFIC STRIPE M 0.5500 142,450.00 0.000 0.00 S) (SPRAYABLE) 56 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 56,280.00 4,992.000 5,990.40 S) 57 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.6000 61,360.00 1,244.000 3,234.40 S) 58 PAVEMENT MARKER EA 7.5000 17,250.00 0.000 0.00 S) (RETROREFLECTIVE-RECESSED) 59 SIGNAL AND LIGHTING LS 105,000.0000 105,000.00 0.646 67,830.00 S) 60 SIGN DISCONNECT EA 400.0000 4,000.00 0.000 0.00 S) 61 RELOCATE MERCURY VAPOR SIGN LIGHTING EA 450.0000 900.00 0.000 0.00 S) EQUIPMENT 62 REMOVE SIGN LIGHTING EQUIPMENT EA 625.0000 1,875.00 0.000 0.00 S) 63 REMOVE SIGN DISCONNECT EA 115.0000 460.00 0.000 0.00 S) 64 INSTALL STATE FURNISHED MODEL 500 EA 4,000.0000 8,000.00 0.000 0.00 S) SIGN PANEL ASSEMBLY 65 RELOCATE MODEL 500 CHANGEABLE MESSAGE EA 1,000.0000 1,000.00 1.000 1,000.00 S) SIGN AND OVERHEAD SIGN TRUSS PROGRAM CAS145 PAGE 11 DATE 11/05/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:34 AM ESTIMATE NO. 22 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 11/05/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 TYPE III SERVICE EQUIPMENT ENCLOSURE EA 2,500.0000 10,000.00 0.000 0.00 S) 67 MODIFY TYPE III SERVICE EQUIPMENT EA 600.0000 1,800.00 0.000 0.00 S) 68 TELEPHONE DEMARCATION CABINET EA 1,400.0000 1,400.00 0.000 0.00 S) 69 INSTALL MODEL 334 CABINET EA 1,100.0000 5,500.00 1.000 1,100.00 S) 70 MODIFY MODEL 334 CABINET FOR CLOSED EA 900.0000 1,800.00 0.000 0.00 S) CIRCUIT TELEVISION 71 5 KVA TRANSFORMER EA 800.0000 2,400.00 0.000 0.00 S) 72 15 KVA TRANSFORMER AND PAD EA 2,000.0000 6,000.00 0.000 0.00 S) 73 SIZE 27 CONDUIT M 12.0000 1,200.00 212.000 2,544.00 S) 74 SIZE 41 CONDUIT M 24.0000 164,640.00 4,955.000 118,920.00 S) 75 SIZE 53 CONDUIT M 32.0000 85,760.00 3,100.000 99,200.00 S) 76 SIZE 78 CONDUIT M 30.0000 66,900.00 2,288.000 68,640.00 S) 77 SIZE 103 CONDUIT M 70.0000 43,400.00 400.000 28,000.00 S) 78 SIZE 63 CONDUIT M 30.0000 1,800.00 0.000 0.00 S) 79 203 MM STEEL SLEEVE M 240.0000 24,000.00 59.000 14,160.00 S) 80 INDUCTIVE LOOP DETECTOR EA 550.0000 15,400.00 0.000 0.00 S) 81 CLOSED CIRCUIT TELEVISION ASSEMBLY EA 3,700.0000 7,400.00 0.000 0.00 S) (CABINET MOUNTED) 82 CLOSED CIRCUIT TELEVISION ASSEMBLY EA 20,000.0000 20,000.00 0.000 0.00 S) (POLE MOUNTED) 83 SLOW SCAN VIDEO CODES EA 4,500.0000 13,500.00 0.000 0.00 S) 84 CELLULAR DIGITAL PACKET DATA CELLULAR EA 2,500.0000 15,000.00 0.000 0.00 S) ASSEMBLY 85 CAMERA POLE (CCTV 45) EA 2,500.0000 2,500.00 0.000 0.00 S) 86 RELOCATE ELECTROLIER EA 1,500.0000 22,500.00 3.000 4,500.00 S) 87 RETROFIT MODEL 500 CHANGEABLE MESSAGE EA 6,000.0000 6,000.00 1.000 6,000.00 S) SIGN WITH STATE FURNISHED ZENON LAMP MODULES AND 5 KVA TRANSFORMERS 88 150-WATT HIGH PRESSURE PENDANT SOFFIT EA 1,400.0000 5,600.00 0.000 0.00 S) LUMINAIRE 89 200-WATT HIGH PRESSURE SODIUM LUMINAIRE EA 300.0000 4,500.00 0.000 0.00 S) 90 310-WATT HIGH PRESSURE SODIUM LUMINAIRE EA 300.0000 10,500.00 20.000 6,000.00 S) 91 250-WATT WALL SURFACE MOUNT LUMINAIRE EA 500.0000 4,500.00 0.000 0.00 S) PROGRAM CAS145 PAGE 12 DATE 11/05/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:34 AM ESTIMATE NO. 22 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 11/05/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 92 MERCURY VAPOR SIGN LIGHTING FIXTURE EA 650.0000 12,350.00 0.000 0.00 S) 93 TYPE 15-SB LIGHTING STANDARD WITH EA 1,800.0000 27,000.00 0.000 0.00 S) LUMINAIRE ARM 94 TYPE 30 LIGHTING STANDARD WITH EA 2,200.0000 8,800.00 1.000 2,200.00 S) LUMINAIRE ARM 95 TYPE 31 LIGHTING STANDARD WITH EA 3,000.0000 42,000.00 4.000 12,000.00 S) LUMINAIRE ARM 96 FOUNDATION FOR ELECTROLLER OR CCTV POLE EA 360.0000 14,040.00 15.000 5,400.00 S) 97 TYPE 21 LIGHTING STANDARD WITH EA 1,500.0000 6,000.00 3.000 4,500.00 S) LUMINAIRE ARM 98 FUSED SPLICE CONNECTOR EA 125.0000 5,500.00 4.000 500.00 S) 99 REMOVE LUMINAIRE EA 120.0000 1,920.00 0.000 0.00 S) 00 CONDUCTOR (NO. 14) M 1.0000 1,150.00 197.000 197.00 S) 01 CONDUCTOR (NO. 12) M 3.5000 70.00 0.000 0.00 S) 02 CONDUCTOR (NO. 10) M 1.2000 6,780.00 627.000 752.40 S) 03 CONDUCTOR (NO. 8) M 1.7000 15,878.00 1,526.000 2,594.20 S) 04 CONDUCTOR (NO. 6) M 2.0000 12,860.00 1,288.000 2,576.00 S) 05 CONDUCTOR (NO. 4) M 3.0000 18,000.00 1,358.000 4,074.00 S) 06 CONDUCTOR (NO. 2) M 4.0000 18,160.00 1,375.000 5,500.00 S) 07 CONDUCTOR (NO. 1) M 5.0000 2,300.00 0.000 0.00 S) 08 CONDUCTOR (NO. 2/0) M 6.0000 36,600.00 0.000 0.00 S) 09 CONDUCTOR (NO. 4/0) M 30.0000 900.00 0.000 0.00 S) 10 CONDUCTOR (BARE NO. 8) M 2.0000 17,400.00 1,074.000 2,148.00 S) 11 TELEPHONE CABLE M 3.0000 6,900.00 0.000 0.00 S) 12 LOOP DETECTOR LEAD-IN CABLE M 2.0000 1,400.00 0.000 0.00 S) 13 NO. 5(T) PULL BOX EA 700.0000 70,000.00 14.000 9,800.00 S) 14 NO. 5 PULL BOX EA 400.0000 36,400.00 8.000 3,200.00 S) 15 NO. 6(E) PULL BOX EA 550.0000 20,900.00 8.000 4,400.00 S) 16 REMOVE PULL BOX EA 60.0000 780.00 9.000 540.00 S) 17 NO. 6 (E) (T) PULL BOX EA 1,200.0000 19,200.00 10.000 12,000.00 S) 18 NO. 9/9A STRUCTURE PULL BOX EA 400.0000 5,200.00 23.000 9,200.00 S) PROGRAM CAS145 PAGE 13 DATE 11/05/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:34 AM ESTIMATE NO. 22 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 11/05/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 19 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 20 RECONSTRUCT ROCK SLOPE PROTECTION M3 65.0000 104,000.00 420.000 27,300.00 21 RELOCATE GRATE EA 100.0000 6,000.00 0.000 0.00 22 REMOVE SLOPE PAVING M2 10.0000 12,700.00 632.000 6,320.00 23 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.0000 26,000.00 51,821.700 51,821.70 (30 MM MAXIMUM) 24 1524 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,000.0000 26,000.00 13.400 26,800.00 PILE (SIGN FOUNDATION) 25 ROCK SLOPE PROTECTION (2T, METHOD A) M3 75.0000 37,500.00 125.000 9,375.00 PROGRAM CAS145 PAGE 14 DATE 11/05/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:34 AM ESTIMATE NO. 22 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 11/05/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 50,945,969.65 ADJUSTMENT OF COMPENSATION 0.00 666,730.62 EXTRA WORK 0.00 1,147,241.48 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 52,759,941.75 26 MOBILIZATION LS 9800,000.0000 9,800,000.00 1.000 9,800,000.00 ORIGINAL CONTRACT AMOUNT 99,599,234.00 TOTAL WORK COMPLETED 0.00 62,559,941.75 MATERIALS ON HAND ON SITE 482,106.68 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 1,377,603.50 -82,293.03 TOTAL 1,377,603.50 62,959,755.40 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 03/28/02 705 04/04/02 04/02/02 12/17/04 300 92 2 0 61% 52% PROGRESS IS SATISFACTORY FRAYWAT, NABIL RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 11/05/03