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 03/02/05 EST. NO.42 TIME 09:56 AM R.E. NAME: STOKES, RAY 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 03/02/05 EST. NO.42 TIME 09:56 AM R.E. NAME: STOKES, RAY 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 AB OUT OF COMPLIANCE -1,200.00 23 PCCP THICKNESS DEFIC -11,793.87 23 SWPPP VIOLATION -624,757.57 23 SWPPP VIOLATION 624,757.57 24 SURVEY RESTAKING -5,512.50 30 SWPPP NON-COMPLIANCE -744,277.70 30 SWPPP NON-COMPLIANCE 744,277.70 31 PCCP DEFICIENCIES -11,316.85 33 SWPPP NON-COMPLIANCE -714,581.74 34 AG. SUBBASE GRADING -20,539.75 35 PCCP DEFICIENCIES -488.38 35 SWPPP NON-COMPLIANCE 714,581.74 35 PCCP DEFICIENCIES -26,920.30 36 DISINCENTIVE DEDUCT. -2,000,000.00 37 DISINCENTIVE DEDUCT. 2,000,000.00 38 AGGREG. BASE REJECT -1,688.91 39 PCC DEFICIENCIES -7,949.34 40 PCC DEFICIENCIES -349.92 41 SWPPP NON-COMPLIANCE -188,089.20 41 0.00 -338,142.05 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 MISSING DOCUMENTS 20,000.00 23 MISSING DOCUMENTS -10,000.00 25 MISSING DOCUMENTS 10,000.00 26 MISSING DOCUMENTS -4,000.00 27 MISSING DOCUMENTS -10,000.00 28 MISSING DOC. EST 27 3,000.00 28 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 03/02/05 EST. NO.42 TIME 09:56 AM R.E. NAME: STOKES, RAY 08-3555U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- MISSING DOCUMENTS -10,000.00 29 MISS DOC PART PE #29 9,000.00 30 MISSING DOCUMENTS -6,000.00 30 MISSING DOC. PE #28 10,000.00 30 MISSING DOCUMENTS -5,000.00 31 PART RELEASE PE 30 5,000.00 31 MISSING DOCUMENTS 8,000.00 33 MISSING DOCUMENTS -10,000.00 36 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -348,142.05 PROGRAM CAS145 PAGE 1 DATE 03/02/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:56 AM ESTIMATE NO. 42 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 02/18/05 R.E. NAME: STOKES, RAY DATE OF THIS ESTIMATE 03/02/05 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 6,566.060 55,811.51 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 0.570 71,250.00 06 CONSTRUCTION AREA SIGN (1-POST) EA 185.0000 79,550.00 607.790 112,441.15 S) 07 CONSTRUCTION AREA SIGN (2-POST) EA 575.0000 57,500.00 54.730 31,469.75 S) 08 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.970 388,000.00 S) 09 TYPE III BARRICADE EA 75.0000 24,000.00 279.000 20,925.00 S) 10 TEMPORARY PAVEMENT MARKING (PAINT) M2 20.0000 1,580.00 224.830 4,496.60 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 148,000.00 443,269.000 221,634.50 S) 13 CHANNELIZER (SURFACE MOUNTED) EA 26.0000 117,000.00 4,411.000 114,686.00 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 5.100 5,100.00 S) 16 TEMPORARY PAVEMENT MARKER EA 2.5000 173,000.00 79,159.000 197,897.50 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 135,000.00 9.700 145,500.00 S) 18 TEMPORARY RAILING (TYPE K) M 15.0000 2,010,000.00 137,759.062 2,066,385.93 S) 19 TEMPORARY CRASH CUSHION MODULE EA 200.0000 90,000.00 655.000 131,000.00 S) 20 TEMPORARY TRAFFIC SCREEN M 5.0000 845,000.00 139,269.000 696,345.00 S) 21 ABANDON CULVERT M 14.0000 22,820.00 583.900 8,174.60 22 OBLITERATE SURFACING M2 2.0000 614,000.00 31,701.700 63,403.40 54,122.700 108,245.40 PROGRAM CAS145 PAGE 2 DATE 03/02/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:56 AM ESTIMATE NO. 42 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 02/18/05 R.E. NAME: STOKES, RAY DATE OF THIS ESTIMATE 03/02/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 70,138.700 122,742.73 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 18,402.000 31,283.40 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 9,887.000 16,807.90 STRIPE 28 REMOVE PAINTED TRAFFIC STRIPE M 1.1500 124,200.00 84,078.000 96,689.70 29 REMOVE PAINTED PAVEMENT MARKING M2 12.0000 6,000.00 182.700 2,192.40 30 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 15.0000 3,000.00 59.240 888.60 31 REMOVE PAVEMENT MARKER EA 0.5000 22,050.00 32,052.000 16,026.00 32 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 4,700.00 40.000 4,000.00 33 REMOVE SIGN STRUCTURE EA 3,000.0000 12,000.00 3.000 9,000.00 34 REMOVE ASPHALT CONCRETE DIKE M 5.0000 1,350.00 1,076.000 5,380.00 35 REMOVE CULVERT M 20.0000 162,800.00 8,299.240 165,984.80 36 REMOVE INLET EA 400.0000 48,000.00 87.300 34,920.00 37 REMOVE HEADWALL EA 600.0000 162,000.00 219.000 131,400.00 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 3,435.360 17,176.80 40 REMOVE CONCRETE DECK SURFACE M2 30.0000 60,000.00 1,887.250 56,617.50 41 SALVAGE METAL BEAM GUARD RAILING M 17.0000 7,310.00 2,093.140 35,583.38 42 RECONSTRUCT WOOD FENCE M 60.0000 8,400.00 112.500 6,750.00 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 44.000 880.00 47 RESET OBJECT MARKER EA 20.0000 1,800.00 77.000 1,540.00 48 RESET ROADSIDE SIGN (ONE POST) EA 150.0000 7,800.00 77.000 11,550.00 49 RESET ROADSIDE SIGN (TWO POST) EA 500.0000 22,000.00 47.000 23,500.00 PROGRAM CAS145 PAGE 3 DATE 03/02/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:56 AM ESTIMATE NO. 42 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 02/18/05 R.E. NAME: STOKES, RAY DATE OF THIS ESTIMATE 03/02/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 1,500.00 51 RESET SURVEY MONUMENT EA 175.0000 22,750.00 26.000 4,550.00 52 RELOCATE CONCRETE BARRIER (TYPE K) M 8.0000 328,800.00 39,916.000 319,328.00 53 RELOCATE ROADSIDE SIGN-ONE POST EA 150.0000 9,900.00 176.000 26,400.00 54 RELOCATE ROADSIDE SIGN-TWO POST EA 500.0000 5,500.00 11.000 5,500.00 55 RELOCATED OVERHEAD SIGN PANEL EA 1,500.0000 1,500.00 1.000 1,500.00 56 RELOCATE SIGN STRUCTURE EA 3,000.0000 12,000.00 3.000 9,000.00 57 MODIFY INLET EA 2,000.0000 50,000.00 3.000 6,000.00 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 572,250.00 324,736.720 568,289.26 S) (100 MM, MAXIMUM) 60 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.0000 112,000.00 248,590.300 248,590.30 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 62,437.000 6,243.70 (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 2,028.000 141,960.00 65 REMOVE CONCRETE M3 80.0000 68,000.00 319.203 25,536.24 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 13.900 834.00 68 PREPARE CONCRETE BRIDGE DECK SURFACE M2 20.0000 4,000.00 98.800 1,976.00 69 REMOVE SOUND WALL M2 250.0000 500.00 2.000 500.00 70 REMOVE BRIDGE APPROACH RAILING EA 600.0000 9,600.00 16.000 9,600.00 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 1.000 76,000.00 74 BRIDGE REMOVAL (PORTION), LOCATION A LS 24,000.0000 24,000.00 1.000 24,000.00 75 BRIDGE REMOVAL (PORTION), LOCATION B LS 30,000.0000 30,000.00 1.000 30,000.00 76 BRIDGE REMOVAL (PORTION), LOCATION C LS 48,000.0000 48,000.00 1.000 48,000.00 PROGRAM CAS145 PAGE 4 DATE 03/02/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:56 AM ESTIMATE NO. 42 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 02/18/05 R.E. NAME: STOKES, RAY DATE OF THIS ESTIMATE 03/02/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 150,000.00 423.100 126,930.00 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 1,287,309.160 8,367,509.54 85 ROADWAY EXCAVATION (TYPE Y) M3 7.0000 1,638,000.00 233,931.000 1,637,517.00 (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 28,298.180 56,596.36 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 12,930.860 103,446.88 90 STRUCTURE BACKFILL (BRIDGE) M3 45.0000 200,700.00 4,460.000 200,700.00 F) 91 STRUCTURE BACKFILL (RETAINING WALL) M3 12.0000 128,400.00 10,999.530 131,994.36 92 PERVIOUS BACKFILL MATERIAL M3 120.0000 22,800.00 161.800 19,416.00 F) 93 PERVIOUS BACKFILL MATERIAL (RETAINING M3 60.0000 40,800.00 640.610 38,436.60 WALL) 94 SAND BACKFILL M3 130.0000 137,800.00 465.550 60,521.50 95 HIGHWAY PLANTING LS 8,000.0000 8,000.00 1.000 8,000.00 S) 96 ROADSIDE CLEARING LS 9,000.0000 9,000.00 1.000 9,000.00 97 ROCK GRAVEL (TYPE 1) M2 8.0000 150,400.00 19,700.810 157,606.48 S) 98 DUFF HA 1,100.0000 143,000.00 124.510 136,961.00 S) 99 STRAW (EROSION CONTROL) TONN 225.0000 2,025.00 10.910 2,454.75 S) 00 FIBER (EROSION CONTROL) KG 0.8000 2,136.00 3,270.960 2,616.77 S) 01 COMPOST (EROSION CONTROL) KG 0.0200 200.00 12,266.110 245.32 S) 02 PURE LIVE SEED (EROSION CONTROL) KG 150.0000 10,050.00 81.770 12,265.50 S) 03 STABILIZING EMULSION (EROSION CONTROL) KG 1.3000 1,742.00 1,635.480 2,126.12 S) PROGRAM CAS145 PAGE 5 DATE 03/02/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:56 AM ESTIMATE NO. 42 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 02/18/05 R.E. NAME: STOKES, RAY DATE OF THIS ESTIMATE 03/02/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 27,258.000 34,072.50 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 24.000 2,400.00 S) 07 MAINTAIN EXISTING PLANTS LS 6,500.0000 6,500.00 0.031 201.50 0.913 5,934.50 S) 08 PLANT ESTABLISHMENT WORK LS 30,000.0000 30,000.00 1.000 30,000.00 S) 09 IRRIGATION SYSTEM LS 133,000.0000 133,000.00 1.000 133,000.00 S) 10 200 MM CORRUGATED STEEL PIPE CONDUIT M 235.0000 49,350.00 210.410 49,446.35 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 1,640,000.00 203,451.590 2,034,515.90 13 CLASS 2 AGGREGATE BASE M3 24.0000 2,042,400.00 87,745.990 2,105,903.76 14 AGGREGATE BASE (APPROACH SLAB) M3 75.0000 4,275.00 0.000 0.00 15 LEAN CONCRETE BASE M3 62.0000 7,316,000.00 117,683.710 7,296,390.02 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 54,139.340 1,732,458.88 18 ASPHALT CONCRETE (TYPE C) TONN 34.0000 1,305,600.00 42,113.090 1,431,845.06 19 ASPHALT CONCRETE TONN 32.0000 8,192,000.00 244,875.840 7,836,026.88 20 ASPHALT CONCRETE (OPEN GRADED) TONN 33.0000 419,100.00 12,389.440 408,851.52 21 PAVING ASPHALT (PAINT BINDER) TONN 300.0000 567,000.00 693.040 207,912.00 22 PAVEMENT REINFORCING FABRIC M2 2.0000 1,900.00 0.000 0.00 23 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 4.0000 164,000.00 208.000 832.00 AREA) 24 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.6000 338.00 195.200 507.52 25 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 1.6000 5,200.00 3,810.000 6,096.00 26 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 1.6000 5,888.00 2,150.400 3,440.64 27 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.6000 858.00 336.300 874.38 28 RUMBLE STRIP M 0.1000 6,690.00 37,351.000 3,735.10 29 CONCRETE PAVEMENT M3 74.5000 19,966,000.00 274,787.230 20,471,648.64 30 PLACE CONCRETE DIKE (TYPE C MODIFIED) M 5.0000 950.00 194.000 970.00 PROGRAM CAS145 PAGE 6 DATE 03/02/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:56 AM ESTIMATE NO. 42 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 02/18/05 R.E. NAME: STOKES, RAY DATE OF THIS ESTIMATE 03/02/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 12,562.000 62,810.00 32 PLACE CONCRETE DIKE (TYPE F MODIFIED) M 5.0000 700.00 114.000 570.00 33 RUMBLE STRIP (PORTLAND CEMENT CONCRETE M 0.2500 17,950.00 68,851.000 17,212.75 S) PAVEMENT) (ROLLED-IN-INDICATATIONS) 34 SEAL PAVEMENT JOINT M 1.0000 364,000.00 401,806.390 401,806.39 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 1.000 16,000.00 S) 43 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 275.0000 426,250.00 1,613.570 443,731.75 F) 44 STRUCTURAL CONCRETE, BRIDGE M3 495.0000 2,450,250.00 4,910.850 2,430,870.75 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 5,025.630 1,130,766.75 47 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 285,000.00 570.000 285,000.00 F) (TYPE N) 48 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 312,000.00 520.000 312,000.00 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 41.000 22,550.00 F) (TYPE R MODIFIED) 51 CLASS 2 CONCRETE (BOX CULVERT) M3 650.0000 546,000.00 900.520 585,338.00 52 CLASS 2 CONCRETE (CHANNEL LINING) M3 225.0000 99,000.00 134.000 30,150.00 53 CLASS 2 CONCRETE (HEADWALL) M3 700.0000 658,000.00 930.960 651,672.00 54 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 220,000.00 247.300 247,300.00 55 PAVING NOTCH EXTENSION M3 4,000.0000 60,000.00 14.960 59,840.00 56 CONCRETE SURFACE TEXTURE M2 100.0000 385,000.00 4,748.100 474,810.00 57 DRILL AND BOND DOWEL M 60.0000 166,200.00 1,754.710 105,282.60 PROGRAM CAS145 PAGE 7 DATE 03/02/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:56 AM ESTIMATE NO. 42 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 02/18/05 R.E. NAME: STOKES, RAY DATE OF THIS ESTIMATE 03/02/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 10,800.00 106.260 3,187.80 60 FURNISH POLYESTER CONCRETE OVERLAY M3 1,700.0000 18,700.00 14.940 25,398.00 61 PLACE POLYESTER CONCRETE OVERLAY M2 75.0000 15,000.00 197.200 14,790.00 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 117,500.00 937.260 117,157.50 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 43,400.00 486.470 34,052.90 S) 66 JOINT SEAL (MR 15 MM) M 70.0000 7,000.00 94.090 6,586.30 S) 67 JOINT SEAL (MR 40 MM) M 310.0000 2,790.00 7.560 2,343.60 S) 68 BAR REINFORCING STEEL KG 1.1500 202,400.00 171,706.600 197,462.59 S) 69 BAR REINFORCING STEEL (BRIDGE) KG 1.0400 1,046,864.00 1,006,600.000 1,046,864.00 SF) 70 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0500 306,600.00 295,813.006 310,603.66 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 15,780.000 123,084.00 75 INSTALL CMS SIGN STRUCTURE KG 0.7500 11,775.00 15,780.000 11,835.00 S) 76 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 492,000.00 125,910.000 503,640.00 77 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3000 36,900.00 121,680.000 36,504.00 S) 78 760 MM CAST-IN-DRILLED-HOLE M 800.0000 51,200.00 32.000 25,600.00 S) CONCRETE PILE (SIGN FOUNDATION) 79 920 MM CAST-IN-DRILLED-HOLE M 900.0000 99,000.00 134.000 120,600.00 S) CONCRETE PILE (SIGN FOUNDATION) 80 1220 MM CAST-IN-DRILLED-HOLE M 1,000.0000 6,000.00 5.500 5,500.00 S) CONCRETE PILE (SIGN FOUNDATION) 81 ROADSIDE SIGN - ONE POST EA 250.0000 16,500.00 61.000 15,250.00 82 ROADSIDE SIGN - TWO POST EA 700.0000 6,300.00 6.000 4,200.00 83 INSTALL SIGN OVERLAY M2 150.0000 300.00 34.800 5,220.00 84 CLEAN AND PAINT STRUCTURAL STEEL LS 250,000.0000 250,000.00 1.000 250,000.00 S) PROGRAM CAS145 PAGE 8 DATE 03/02/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:56 AM ESTIMATE NO. 42 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 02/18/05 R.E. NAME: STOKES, RAY DATE OF THIS ESTIMATE 03/02/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,276.000 131,040.00 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 56,000.00 302.100 42,294.00 92 450 MM ALTERNATIVE PIPE CULVERT M 95.0000 73,150.00 982.410 93,328.95 93 600 MM ALTERNATIVE PIPE CULVERT M 200.0000 124,000.00 1,676.530 335,306.00 94 750 MM ALTERNATIVE PIPE CULVERT M 175.0000 89,250.00 511.400 89,495.00 95 900 MM ALTERNATIVE PIPE CULVERT M 300.0000 363,000.00 1,264.700 379,410.00 96 1050 MM ALTERNATIVE PIPE CULVERT M 400.0000 440,000.00 1,126.600 450,640.00 97 1200 MM ALTERNATIVE PIPE CULVERT M 250.0000 1,237,500.00 3,587.400 896,850.00 98 1350 MM ALTERNATIVE PIPE CULVERT M 500.0000 4,745,000.00 9,602.600 4,801,300.00 99 1650 MM ALTERNATIVE PIPE CULVERT M 700.0000 98,000.00 160.760 112,532.00 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 16,625.00 101.800 17,815.00 02 600 MM REINFORCED CONCRETE PIPE M 180.0000 12,600.00 108.700 19,566.00 03 750 MM REINFORCED CONCRETE PIPE M 325.0000 19,500.00 91.000 29,575.00 04 900 MM REINFORCED CONCRETE PIPE M 450.0000 35,100.00 77.000 34,650.00 05 1050 MM REINFORCED CONCRETE PIPE M 400.0000 48,000.00 115.400 46,160.00 06 1200 MM REINFORCED CONCRETE PIPE M 500.0000 70,000.00 64.500 32,250.00 07 1350 MM REINFORCED CONCRETE PIPE M 350.0000 178,500.00 680.800 238,280.00 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 63.500 22,225.00 PROGRAM CAS145 PAGE 9 DATE 03/02/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:56 AM ESTIMATE NO. 42 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 02/18/05 R.E. NAME: STOKES, RAY DATE OF THIS ESTIMATE 03/02/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 85.100 42,550.00 (1.63 MM THICK) 13 900 MM CORRUGATED STEEL PIPE RISER M 1,200.0000 216,000.00 195.390 234,468.00 (2.01 MM THICK) 14 375 MM STEEL FLARED END SECTION EA 300.0000 5,100.00 8.000 2,400.00 15 450 MM STEEL FLARED END SECTION EA 350.0000 8,750.00 19.000 6,650.00 16 600 MM STEEL FLARED END SECTION EA 350.0000 10,850.00 20.000 7,000.00 17 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 75.0000 48,750.00 3,005.620 225,421.50 18 ROCK SLOPE PROTECTION M3 80.0000 103,200.00 1,384.650 110,772.00 (FACING, METHOD B) 19 ROCK SLOPE PROTECTION M3 150.0000 153,000.00 2,745.220 411,783.00 (BACKING NO. 1, METHOD B) 20 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 75.0000 133,500.00 4,460.800 334,560.00 21 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 75.0000 25,500.00 2,476.900 185,767.50 22 SLOPE PAVING (CONCRETE) M3 500.0000 23,500.00 154.199 77,099.50 23 ROCK SLOPE PROTECTION FABRIC M2 3.0000 33,300.00 21,111.310 63,333.93 24 MINOR CONCRETE (MISCELLANEOUS M3 500.0000 50,000.00 37.890 18,945.00 CONSTRUCTION) 25 MINOR CONCRETE (GUTTER) M 75.0000 52,500.00 662.550 49,691.25 26 MISCELLANEOUS IRON AND STEEL KG 2.0000 60,000.00 25,653.000 51,306.00 S) 27 MISCELLANEOUS METAL KG 13.0000 18,720.00 1,440.000 18,720.00 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 64,590.750 419,839.88 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 4,283.380 128,501.40 S) 32 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 800.0000 800.00 4.000 3,200.00 S) 33 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 3,000.00 1.000 1,500.00 S) 34 DELINEATOR (CLASS 1) EA 45.0000 18,000.00 323.000 14,535.00 35 METAL BEAM GUARD RAILING (WOOD POST) M 54.0000 82,080.00 1,648.730 89,031.42 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 03/02/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:56 AM ESTIMATE NO. 42 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 02/18/05 R.E. NAME: STOKES, RAY DATE OF THIS ESTIMATE 03/02/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,473.950 35,374.80 S) 43 TERMINAL SYSTEM (TYPE ET) EA 2,400.0000 12,000.00 7.000 16,800.00 S) 44 TERMINAL SYSTEM (TYPE SRT) EA 1,650.0000 128,700.00 76.000 125,400.00 S) 45 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 300.0000 13,800.00 43.000 12,900.00 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 78,000.00 798.990 79,899.00 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 1,654.604 132,368.32 F) 53 CONCRETE BARRIER (TYPE 736SV) M 100.0000 3,000.00 30.000 3,000.00 54 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 18,900.00 232.020 8,120.70 S) 55 THERMOPLASTIC TRAFFIC STRIPE M 0.5500 142,450.00 255,988.000 140,793.40 S) (SPRAYABLE) 56 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 56,280.00 32,762.000 39,314.40 S) 57 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.6000 61,360.00 15,452.000 40,175.20 S) 58 PAVEMENT MARKER EA 7.5000 17,250.00 2,208.000 16,560.00 S) (RETROREFLECTIVE-RECESSED) 59 SIGNAL AND LIGHTING LS 105,000.0000 105,000.00 0.990 103,950.00 S) 60 SIGN DISCONNECT EA 400.0000 4,000.00 18.000 7,200.00 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 8.000 5,000.00 S) 63 REMOVE SIGN DISCONNECT EA 115.0000 460.00 5.000 575.00 S) 64 INSTALL STATE FURNISHED MODEL 500 EA 4,000.0000 8,000.00 2.000 8,000.00 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 03/02/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:56 AM ESTIMATE NO. 42 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 02/18/05 R.E. NAME: STOKES, RAY DATE OF THIS ESTIMATE 03/02/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.00 300.000 750,000.00 S) 67 MODIFY TYPE III SERVICE EQUIPMENT EA 600.0000 1,800.00 3.000 1,800.00 S) 68 TELEPHONE DEMARCATION CABINET EA 1,400.0000 1,400.00 1.000 1,400.00 S) 69 INSTALL MODEL 334 CABINET EA 1,100.0000 5,500.00 5.000 5,500.00 S) 70 MODIFY MODEL 334 CABINET FOR CLOSED EA 900.0000 1,800.00 3.000 2,700.00 S) CIRCUIT TELEVISION 71 5 KVA TRANSFORMER EA 800.0000 2,400.00 3.000 2,400.00 S) 72 15 KVA TRANSFORMER AND PAD EA 2,000.0000 6,000.00 3.000 6,000.00 S) 73 SIZE 27 CONDUIT M 12.0000 1,200.00 227.000 2,724.00 S) 74 SIZE 41 CONDUIT M 24.0000 164,640.00 7,122.000 170,928.00 S) 75 SIZE 53 CONDUIT M 32.0000 85,760.00 3,743.000 119,776.00 S) 76 SIZE 78 CONDUIT M 30.0000 66,900.00 2,444.000 73,320.00 S) 77 SIZE 103 CONDUIT M 70.0000 43,400.00 707.000 49,490.00 S) 78 SIZE 63 CONDUIT M 30.0000 1,800.00 94.000 2,820.00 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 28.000 15,400.00 S) 81 CLOSED CIRCUIT TELEVISION ASSEMBLY EA 3,700.0000 7,400.00 2.000 7,400.00 S) (CABINET MOUNTED) 82 CLOSED CIRCUIT TELEVISION ASSEMBLY EA 20,000.0000 20,000.00 1.000 20,000.00 S) (POLE MOUNTED) 83 SLOW SCAN VIDEO CODES EA 4,500.0000 13,500.00 3.000 13,500.00 S) 84 CELLULAR DIGITAL PACKET DATA CELLULAR EA 2,500.0000 15,000.00 6.000 15,000.00 S) ASSEMBLY 85 CAMERA POLE (CCTV 45) EA 2,500.0000 2,500.00 1.000 2,500.00 S) 86 RELOCATE ELECTROLIER EA 1,500.0000 22,500.00 19.000 28,500.00 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 4.000 5,600.00 S) LUMINAIRE 89 200-WATT HIGH PRESSURE SODIUM LUMINAIRE EA 300.0000 4,500.00 14.000 4,200.00 S) 90 310-WATT HIGH PRESSURE SODIUM LUMINAIRE EA 300.0000 10,500.00 33.000 9,900.00 S) 91 250-WATT WALL SURFACE MOUNT LUMINAIRE EA 500.0000 4,500.00 9.000 4,500.00 S) PROGRAM CAS145 PAGE 12 DATE 03/02/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:56 AM ESTIMATE NO. 42 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 02/18/05 R.E. NAME: STOKES, RAY DATE OF THIS ESTIMATE 03/02/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 14.000 25,200.00 S) LUMINAIRE ARM 94 TYPE 30 LIGHTING STANDARD WITH EA 2,200.0000 8,800.00 4.000 8,800.00 S) LUMINAIRE ARM 95 TYPE 31 LIGHTING STANDARD WITH EA 3,000.0000 42,000.00 14.000 42,000.00 S) LUMINAIRE ARM 96 FOUNDATION FOR ELECTROLLER OR CCTV POLE EA 360.0000 14,040.00 53.000 19,080.00 S) 97 TYPE 21 LIGHTING STANDARD WITH EA 1,500.0000 6,000.00 4.000 6,000.00 S) LUMINAIRE ARM 98 FUSED SPLICE CONNECTOR EA 125.0000 5,500.00 55.000 6,875.00 S) 99 REMOVE LUMINAIRE EA 120.0000 1,920.00 15.000 1,800.00 S) 00 CONDUCTOR (NO. 14) M 1.0000 1,150.00 2,098.000 2,098.00 S) 01 CONDUCTOR (NO. 12) M 3.5000 70.00 20.000 70.00 S) 02 CONDUCTOR (NO. 10) M 1.2000 6,780.00 7,842.000 9,410.40 S) 03 CONDUCTOR (NO. 8) M 1.7000 15,878.00 9,712.000 16,510.40 S) 04 CONDUCTOR (NO. 6) M 2.0000 12,860.00 13,324.000 26,648.00 S) 05 CONDUCTOR (NO. 4) M 3.0000 18,000.00 6,189.000 18,567.00 S) 06 CONDUCTOR (NO. 2) M 4.0000 18,160.00 4,114.000 16,456.00 S) 07 CONDUCTOR (NO. 1) M 5.0000 2,300.00 204.000 1,020.00 S) 08 CONDUCTOR (NO. 2/0) M 6.0000 36,600.00 6,191.000 37,146.00 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 10,071.000 20,142.00 S) 11 TELEPHONE CABLE M 3.0000 6,900.00 2,348.000 7,044.00 S) 12 LOOP DETECTOR LEAD-IN CABLE M 2.0000 1,400.00 1,147.000 2,294.00 S) 13 NO. 5(T) PULL BOX EA 700.0000 70,000.00 103.000 72,100.00 S) 14 NO. 5 PULL BOX EA 400.0000 36,400.00 111.000 44,400.00 S) 15 NO. 6(E) PULL BOX EA 550.0000 20,900.00 51.000 28,050.00 S) 16 REMOVE PULL BOX EA 60.0000 780.00 48.000 2,880.00 S) 17 NO. 6 (E) (T) PULL BOX EA 1,200.0000 19,200.00 15.000 18,000.00 S) 18 NO. 9/9A STRUCTURE PULL BOX EA 400.0000 5,200.00 27.000 10,800.00 S) PROGRAM CAS145 PAGE 13 DATE 03/02/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:56 AM ESTIMATE NO. 42 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 02/18/05 R.E. NAME: STOKES, RAY DATE OF THIS ESTIMATE 03/02/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 21 RELOCATE GRATE EA 100.0000 6,000.00 0.000 0.00 22 REMOVE SLOPE PAVING M2 10.0000 12,700.00 1,264.000 12,640.00 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 3,935.000 295,125.00 PROGRAM CAS145 PAGE 14 DATE 03/02/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:56 AM ESTIMATE NO. 42 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 02/18/05 R.E. NAME: STOKES, RAY DATE OF THIS ESTIMATE 03/02/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 63,604.90 90,185,637.13 ADJUSTMENT OF COMPENSATION 0.00 2,092,575.20 EXTRA WORK 0.00 4,463,130.77 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 63,604.90 96,741,343.10 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 63,604.90 106,541,343.10 MATERIALS ON HAND ON SITE 63,182.05 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -348,142.05 TOTAL 63,604.90 106,256,383.10 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 03/03/05 580 119 8 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU TIME EXTENSION PENDING STOKES, RAY RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 03/02/05