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 12/01/03 EST. NO.23 TIME 08:09 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 --------------------------------------------------------------------------- 001 0321 469.44 E.W. @ F.A.(+) 031403 N 0681.0 0322 955.45 033003 N 0720.0 0323 163.90 040303 N 0774.0 0324 285.20 042503 N 0861.0 0325 569.87 042403 N 0887.0 0326 593.28 050303 N 0901.0 0327 441.33 051403 N 0979.0 0328 464.60 061903 N 1016.0 0329 884.33 060203 N 1019.0 0330 448.82 060603 N 1033.0 0331 295.44 060703 N 1036.0 0332 1,089.91 061303 N 1044.0 0333 697.55 053003 N 1074.0 0334 588.09 053103 N 1075.0 0335 94.22 051203 N 1086.0 0336 463.82 051203 N 1090.0 0337 215.58 062703 N 1190.0 0338 586.87 070703 N 1217.0 0339 630.17 072503 N 1401.0 0340 454.58 021703 N 0579.0 0341 226.75 021803 N 0580.0 0342 503.99 022103 N 0591.0 0343 982.30 030103 N 0605.0 0344 672.98 022703 N 0609.0 0345 976.88 022503 N 0613.0 0346 1,396.62 022503 N 0618.0 0347 589.90 030803 N 0633.0 0348 350.77 030803 N 0634.0 0349 454.60 031403 N 0680.0 0350 1,622.21 031703 N 0733.0 0351 207.20 040903 N 0790.0 0352 180.01 040903 N 0795.0 0353 690.34 041103 N 0802.0 0354 453.54 041203 N 0803.0 0355 570.40 041503 N 0822.0 0356 940.60 042103 N 0868.0 0357 783.85 052603 N 0877.0 0358 730.94 042303 N 0882.0 0359 576.16 042603 N 0896.0 0360 1,188.26 050203 N 0902.0 0361 265.91 043003 N 0930.0 0362 239.95 042903 N 0938.0 0363 486.72 042903 N 0939.0 0364 208.31 051203 N 0970.0 0365 1,177.59 052103 N 1004.0 0366 1,337.68 062603 N 1013.0 0367 1,346.44 060303 N 1022.0 0368 328.47 060303 N 1023.0 0369 673.23 060403 N 1027.0 0370 673.23 060503 N 1028.0 0371 465.01 052903 N 1070.0 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 12/01/03 EST. NO.23 TIME 08:09 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 --------------------------------------------------------------------------- 0372 807.46 052803 N 1076.0 0373 560.04 052703 N 1077.0 0374 410.70 052003 N 1080.0 0375 1,092.38 052303 N 1081.0 0376 465.02 052203 N 1082.0 0377 471.95 051903 N 1083.0 0378 737.41 051503 N 1085.0 0379 443.63 060403 N 1087.0 0380 336.62 061103 N 1121.0 0381 673.23 061003 N 1138.0 0382 1,628.22 062103 N 1171.0 0383 1,133.40 062403 N 1176.0 0384 727.49 071403 N 1239.0 0385 731.89 071603 N 1279.0 0386 694.62 071703 N 1282.0 0387 873.46 071803 N 1286.0 0389 790.29 072203 N 1395.0 0390 776.15 072303 N 1397.0 0391 743.28 072403 N 1399.0 006 0546 343.06 E.W. @ F.A.(+) 060903 N 1133.0 0547 171.53 061103 N 1142.0 0548 320.02 061703 N 1152.0 0549 343.06 061703 N 1156.0 0550 176.66 061803 N 1157.0 0551 171.53 061903 N 1162.0 0552 320.02 061903 N 1163.0 0553 171.53 062303 N 1175.0 0554 171.53 062403 N 1177.0 0555 343.06 062603 N 1188.0 0556 171.53 062603 N 1189.0 0557 346.23 070103 N 1203.0 0558 173.11 070203 N 1206.0 0559 346.23 070203 N 1207.0 0560 346.23 070203 N 1208.0 0561 316.19 070303 N 1211.0 0562 346.23 070303 N 1212.0 0563 173.11 070303 N 1213.0 0564 346.23 071103 N 1235.0 008 0025 1,291.75 E.W. @ F.A.(+) 082603 N 1462 0 0026 1,340.34 090803 N 1461 0 0027 2,471.36 092303 N 1479 0 020 0056 750.00 E.W. @ U.P (+) 080903 N 1426.0 022 0013 920.92 E.W. @ F.A.(+) 072803 N 1400.0 035 0008 3,097.81 E.W. @ F.A.(+) 100303 N 1463 0 045 0003 1,078.00 E.W. @ U.P (+) 100803 N 0003 0 059 0018 2,415.00 A.C. @ F.A.(+) 071703 N 0018 0 64,252.80 TOTAL THIS ESTIMATE 1,813,972.10 TOTAL PREVIOUS ESTIMATE 1,878,224.90 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 12/01/03 EST. NO.23 TIME 08:09 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 AB OUT OF COMPLIANCE -1,200.00 23 PCCP THICKNESS DEFIC -11,793.87 23 SWPPP VIOLATION -624,757.57 23 -637,751.44 -700,044.47 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 20,000.00 0.00 TOTAL DEDUCTIONS -617,751.44 -700,044.47 PROGRAM CAS145 PAGE 1 DATE 12/01/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 08:09 AM ESTIMATE NO. 23 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 11/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 12/01/03 LOCATION RERUN 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 20.250 3,746.25 364.930 67,512.05 S) 07 CONSTRUCTION AREA SIGN (2-POST) EA 575.0000 57,500.00 0.130 74.75 31.080 17,871.00 S) 08 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.030 12,000.00 0.540 216,000.00 S) 09 TYPE III BARRICADE EA 75.0000 24,000.00 18.000 1,350.00 144.000 10,800.00 S) 10 TEMPORARY PAVEMENT MARKING (PAINT) M2 20.0000 1,580.00 23.400 468.00 35.420 708.40 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 20,267.000 10,133.50 308,253.000 154,126.50 S) 13 CHANNELIZER (SURFACE MOUNTED) EA 26.0000 117,000.00 261.000 6,786.00 2,769.000 71,994.00 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 0.050 50.00 4.440 4,440.00 S) 16 TEMPORARY PAVEMENT MARKER EA 2.5000 173,000.00 676.000 1,690.00 58,403.000 146,007.50 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 135,000.00 0.360 5,400.00 6.480 97,200.00 S) 18 TEMPORARY RAILING (TYPE K) M 15.0000 2,010,000.00 4,355.000 65,325.00 91,236.062 1,368,540.93 S) 19 TEMPORARY CRASH CUSHION MODULE EA 200.0000 90,000.00 32.000 6,400.00 424.000 84,800.00 S) 20 TEMPORARY TRAFFIC SCREEN M 5.0000 845,000.00 3,942.000 19,710.00 116,520.000 582,600.00 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 12/01/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 08:09 AM ESTIMATE NO. 23 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 11/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 12/01/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 121,210.00 981.000 1,667.70 13,893.000 23,618.10 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 1,598.000 2,716.60 5,741.000 9,759.70 STRIPE 28 REMOVE PAINTED TRAFFIC STRIPE M 1.1500 124,200.00 5,862.000 6,741.30 73,738.000 84,798.70 29 REMOVE PAINTED PAVEMENT MARKING M2 12.0000 6,000.00 81.780 981.36 182.700 2,192.40 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 7,990.000 3,995.00 28,531.000 14,265.50 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 2.000 6,000.00 3.000 9,000.00 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 59.200 1,184.00 4,823.400 96,468.00 36 REMOVE INLET EA 400.0000 48,000.00 1.000 400.00 71.300 28,520.00 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 97.500 5,850.00 112.500 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 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 12/01/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 08:09 AM ESTIMATE NO. 23 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 11/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 12/01/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 500.00 1.000 500.00 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 1.000 1,500.00 1.000 1,500.00 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 2.000 4,000.00 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 572,250.00 102,458.400 179,302.20 152,085.720 266,150.01 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 12/01/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 08:09 AM ESTIMATE NO. 23 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 11/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 12/01/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 41,102.000 267,163.00 905,147.800 5,883,460.70 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 1,466.440 2,932.88 10,066.300 20,132.60 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 115,200.00 538.460 4,307.68 9,397.760 75,182.08 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 12/01/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 08:09 AM ESTIMATE NO. 23 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 11/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 12/01/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.034 221.00 0.393 2,554.50 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 0.012 1,596.00 0.012 1,596.00 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 7,316,000.00 314.640 19,507.68 55,528.770 3,442,783.74 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 2,009,600.00 162.920 5,213.44 19,092.100 610,947.20 18 ASPHALT CONCRETE (TYPE C) TONN 34.0000 1,305,600.00 5,861.670 199,296.78 26,510.020 901,340.68 19 ASPHALT CONCRETE TONN 32.0000 8,192,000.00 3,936.370 125,963.84 169,610.780 5,427,544.96 20 ASPHALT CONCRETE (OPEN GRADED) TONN 33.0000 419,100.00 296.130 9,772.29 625.710 20,648.43 21 PAVING ASPHALT (PAINT BINDER) TONN 300.0000 567,000.00 211.930 63,579.00 405.340 121,602.00 22 PAVEMENT REINFORCING FABRIC M2 2.0000 1,900.00 0.000 0.00 23 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 4.0000 164,000.00 208.000 832.00 208.000 832.00 AREA) 24 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.6000 338.00 44.000 114.40 44.000 114.40 25 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 1.6000 5,200.00 1,474.000 2,358.40 1,474.000 2,358.40 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 42.000 109.20 42.000 109.20 28 RUMBLE STRIP M 0.1000 6,690.00 -897.000 -89.70 897.000 89.70 29 CONCRETE PAVEMENT M3 74.5000 19,966,000.00 12,690.740 945,460.13 127,064.970 9,466,340.27 30 PLACE CONCRETE DIKE (TYPE C MODIFIED) M 5.0000 950.00 106.000 530.00 PROGRAM CAS145 PAGE 6 DATE 12/01/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 08:09 AM ESTIMATE NO. 23 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 11/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 12/01/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,231.000 557.75 33,997.000 8,499.25 S) PAVEMENT) (ROLLED-IN-INDICATATIONS) 34 SEAL PAVEMENT JOINT M 1.0000 364,000.00 40,155.600 40,155.60 205,107.990 205,107.99 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 1.000 16,000.00 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 2,450,250.00 164.490 81,422.55 4,629.370 2,291,538.15 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 -8.680 -1,953.00 3,244.000 729,900.00 47 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 285,000.00 28.500 14,250.00 433.060 216,530.00 F) (TYPE N) 48 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 312,000.00 101.000 60,600.00 267.430 160,458.00 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 2.590 1,813.00 537.890 376,523.00 54 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 220,000.00 2.960 2,960.00 93.820 93,820.00 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 2,657.000 265,700.00 4,211.000 421,100.00 57 DRILL AND BOND DOWEL M 60.0000 166,200.00 173.240 10,394.40 1,053.100 63,186.00 PROGRAM CAS145 PAGE 7 DATE 12/01/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 08:09 AM ESTIMATE NO. 23 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 11/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 12/01/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 86.000 98.90 111,373.600 128,079.64 S) 69 BAR REINFORCING STEEL (BRIDGE) KG 1.0400 1,046,864.00 61,529.000 63,990.16 964,309.000 1,002,881.36 SF) 70 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0500 306,600.00 2,219.000 2,329.95 201,596.006 211,675.81 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 15,780.000 123,084.00 75 INSTALL CMS SIGN STRUCTURE KG 0.7500 11,775.00 15,780.000 11,835.00 15,780.000 11,835.00 S) 76 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 492,000.00 28,080.000 112,320.00 43,110.000 172,440.00 77 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3000 36,900.00 28,080.000 8,424.00 43,110.000 12,933.00 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 4.500 4,050.00 103.500 93,150.00 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 18.100 2,715.00 18.100 2,715.00 84 CLEAN AND PAINT STRUCTURAL STEEL LS 250,000.0000 250,000.00 0.650 162,500.00 S) PROGRAM CAS145 PAGE 8 DATE 12/01/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 08:09 AM ESTIMATE NO. 23 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 11/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 12/01/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.800 532.00 298.600 41,804.00 92 450 MM ALTERNATIVE PIPE CULVERT M 95.0000 73,150.00 69.700 6,621.50 515.300 48,953.50 93 600 MM ALTERNATIVE PIPE CULVERT M 200.0000 124,000.00 49.900 9,980.00 302.900 60,580.00 94 750 MM ALTERNATIVE PIPE CULVERT M 175.0000 89,250.00 31.500 5,512.50 295.000 51,625.00 95 900 MM ALTERNATIVE PIPE CULVERT M 300.0000 363,000.00 5.900 1,770.00 654.100 196,230.00 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 12/01/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 08:09 AM ESTIMATE NO. 23 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 11/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 12/01/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.900 3,480.00 164.650 197,580.00 (2.01 MM THICK) 14 375 MM STEEL FLARED END SECTION EA 300.0000 5,100.00 1.000 300.00 8.000 2,400.00 15 450 MM STEEL FLARED END SECTION EA 350.0000 8,750.00 6.000 2,100.00 11.000 3,850.00 16 600 MM STEEL FLARED END SECTION EA 350.0000 10,850.00 1.000 350.00 2.000 700.00 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 17.800 2,670.00 660.900 99,135.00 (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 61.200 183.60 6,464.100 19,392.30 24 MINOR CONCRETE (MISCELLANEOUS M3 500.0000 50,000.00 8.900 4,450.00 23.170 11,585.00 CONSTRUCTION) 25 MINOR CONCRETE (GUTTER) M 75.0000 52,500.00 359.580 26,968.50 26 MISCELLANEOUS IRON AND STEEL KG 2.0000 60,000.00 424.000 848.00 14,125.000 28,250.00 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 264,550.00 342.300 2,224.95 60,592.300 393,849.95 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 150,300.00 724.840 21,745.20 1,095.840 32,875.20 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 1.000 1,500.00 1.000 1,500.00 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 12/01/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 08:09 AM ESTIMATE NO. 23 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 11/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 12/01/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 59,280.00 927.300 22,255.20 1,126.300 27,031.20 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 2,580.000 3,096.00 7,572.000 9,086.40 S) 57 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.6000 61,360.00 2,035.000 5,291.00 3,279.000 8,525.40 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 12/01/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 08:09 AM ESTIMATE NO. 23 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 11/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 12/01/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 164,640.00 251.000 6,024.00 5,206.000 124,944.00 S) 75 SIZE 53 CONDUIT M 32.0000 85,760.00 60.000 1,920.00 3,160.000 101,120.00 S) 76 SIZE 78 CONDUIT M 30.0000 66,900.00 66.000 1,980.00 2,354.000 70,620.00 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 12/01/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 08:09 AM ESTIMATE NO. 23 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 11/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 12/01/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 16.000 5,760.00 31.000 11,160.00 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 12,860.00 632.000 1,264.00 1,920.000 3,840.00 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 18,160.00 510.000 2,040.00 1,885.000 7,540.00 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 17,400.00 316.000 632.00 1,390.000 2,780.00 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 50.000 35,000.00 64.000 44,800.00 S) 14 NO. 5 PULL BOX EA 400.0000 36,400.00 18.000 7,200.00 26.000 10,400.00 S) 15 NO. 6(E) PULL BOX EA 550.0000 20,900.00 17.000 9,350.00 25.000 13,750.00 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 12/01/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 08:09 AM ESTIMATE NO. 23 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 11/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 12/01/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 12/01/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 08:09 AM ESTIMATE NO. 23 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 11/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 12/01/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,981,136.94 53,927,106.59 ADJUSTMENT OF COMPENSATION 2,415.00 669,145.62 EXTRA WORK 61,837.80 1,209,079.28 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,045,389.74 55,805,331.49 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 3,045,389.74 65,605,331.49 MATERIALS ON HAND ON SITE 492,581.60 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -617,751.44 -700,044.47 TOTAL 2,427,638.30 65,397,868.62 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 12/17/04 317 97 2 0 64% 54% PROGRESS IS SATISFACTORY FRAYWAT, NABIL RESIDENT ENGINEER PROGRAM CAS145 DATE 12/01/03