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 08/26/03 EST. NO.18 TIME 11:10 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 0215 1,364.37 E.W. @ F.A.(+) 111902 N 0267.0 0219 681.92 032403 N 0696.0 0220 821.21 032403 N 0698.0 0221 1,014.48 032503 N 0701.0 0222 284.68 032603 N 0707.0 0223 1,149.29 032603 N 0708.0 0224 786.64 032703 N 0711.0 0225 1,708.66 032703 N 0714.0 0226 919.15 031703 N 0732.0 0227 591.08 031703 N 0734.0 0228 500.01 032002 N 0744.0 0229 1,136.52 032003 N 0745.0 0230 1,124.46 031303 N 0679.0 0231 1,159.83 030103 N 0606.0 0232 594.20 030703 N 0635.0 0233 568.25 030703 N 0637.0 0234 1,177.10 030603 N 0639.0 0235 696.89 030603 N 0640.0 0236 1,107.54 030503 N 0644.0 0237 1,450.54 030503 N 0645.0 0238 1,222.30 030403 N 0648.0 0239 704.55 030403 N 0649.0 0240 394.21 030403 N 0650.0 0241 1,064.69 030303 N 0653.0 0242 776.43 030303 N 0656.0 0243 1,249.09 031003 N 0661.0 0244 929.19 031003 N 0662.0 0245 909.24 031103 N 0663.0 0246 1,261.85 031103 N 0665.0 0247 1,491.91 031203 N 0666.0 0248 1,127.97 031203 N 0667.0 0249 1,744.18 031303 N 0678.0 0250 909.24 032503 N 0699.0 0252 337.84 022603 N 0611.0 0253 271.22 022603 N 0612.0 0254 3,490.55 022503 N 0614.0 0255 453.75 022403 N 0616.0 0256 919.45 022803 N 0620.0 0257 826.56 022503 N 0625.0 0258 1,630.10 042303 N 0883.0 0259 697.55 042403 N 0888.0 0260 1,559.94 042503 N 0894.0 0261 627.07 041703 N 0912.0 0262 548.21 050803 N 0953.0 0263 365.46 050703 N 0961.0 0264 648.51 042103 N 0870.0 0265 919.45 021103 N 0569.0 0266 496.17 021103 N 0570.0 0267 228.06 021303 N 0571.0 0268 647.94 021403 N 0572.0 0269 340.92 021803 N 0581.0 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 08/26/03 EST. NO.18 TIME 11:10 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 --------------------------------------------------------------------------- 0270 511.46 021803 N 0582.0 0271 1,137.23 022003 N 0587.0 0272 1,049.75 022003 N 0589.0 0273 226.89 022103 N 0590.0 0274 723.69 022103 N 0592.0 0275 1,022.89 022803 N 0608.0 0276 1,049.17 040303 N 0773.0 0277 1,153.86 040403 N 0779.0 0278 658.60 040703 N 0781.0 0279 697.55 040803 N 0784.0 0280 263.28 040803 N 0785.0 0281 1,245.54 040903 N 0793.0 0282 712.51 040903 N 0794.0 0283 690.34 041403 N 0834.0 0284 396.10 041503 N 0837.0 0285 1,150.28 041603 N 0838.0 0286 1,078.48 041703 N 0844.0 0287 726.04 041803 N 0849.0 0288 1,380.63 041803 N 0850.0 0289 930.04 042103 N 0869.0 0290 1,625.56 040103 N 0758.0 0291 766.52 040103 N 0760.0 0292 690.60 040203 N 0764.0 0293 2,330.37 040203 N 0765.0 0294 1,463.50 040203 N 0767.0 0295 2,330.37 040303 N 0770.0 0296 1,021.10 040303 N 0771.0 002 0010 600.00 E.W. @ F.A.(+) 040803 N 0686.0 0011 787.50 041103 N 0721.0 0012 662.50 041103 N 0722.0 003 0011 67,869.41 E.W. @ F.A.(+) 060603 N 0919.0 0013 55,301.20 071503 N 1041.0 005 0007 1,086.65 E.W. @ F.A.(+) 031903 N 0818.0 0008 998.95 031903 N 0819.0 006 0281 86.25 E.W. @ F.A.(+) 031503 N 0689.0 0282 1,495.00 032003 N 0657.0 0283 149.50 031403 N 0658.0 0284 341.20 031003 N 0660.0 0285 511.79 031103 N 0664.0 0286 1,138.50 032703 N 0669.0 0287 1,495.00 032903 N 0670.0 0288 138.00 033103 N 0672.0 0289 414.00 032703 N 0673.0 0290 511.79 031203 N 0676.0 0291 511.79 031303 N 0677.0 0292 383.86 031503 N 0684.0 0293 109.25 032103 N 0690.0 0294 1,252.07 033103 N 0691.0 0295 1,298.07 033103 N 0693.0 0296 2,633.50 033103 N 0695.0 0297 341.20 032403 N 0697.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 08/26/03 EST. NO.18 TIME 11:10 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 --------------------------------------------------------------------------- 0298 170.60 032603 N 0706.0 0299 341.20 022703 N 0610.0 0300 511.79 022403 N 0617.0 0301 1,196.00 030103 N 0627.0 0302 747.50 022003 N 0628.0 0303 1,794.00 031603 N 0629.0 0304 747.50 030303 N 0630.0 0305 1,046.50 030303 N 0631.0 0306 511.79 030703 N 0636.0 0307 170.60 030603 N 0641.0 0308 511.79 030603 N 0642.0 0309 170.60 030503 N 0646.0 0310 170.60 030503 N 0647.0 0311 170.60 030403 N 0651.0 0312 511.79 030403 N 0652.0 0313 170.60 030303 N 0654.0 0314 511.79 030303 N 0655.0 0315 343.06 042103 N 0871.0 0316 171.53 042103 N 0872.0 0317 343.06 042203 N 0873.0 0318 171.53 042203 N 0874.0 0319 171.53 042203 N 0875.0 0320 171.53 042303 N 0879.0 0321 171.53 042303 N 0881.0 0322 343.06 042303 N 0884.0 0323 171.53 042403 N 0889.0 0324 171.53 042503 N 0890.0 0325 171.53 042503 N 0892.0 0326 378.46 042603 N 0895.0 0327 189.23 050303 N 0897.0 0328 378.46 050303 N 0898.0 0329 189.23 050303 N 0900.0 0330 171.53 050203 N 0903.0 0331 343.06 050203 N 0904.0 0332 511.79 020403 N 0567.0 0333 511.79 020603 N 0568.0 0334 511.79 021003 N 0573.0 0335 527.28 021703 N 0577.0 0336 341.20 021703 N 0578.0 0337 511.79 021803 N 0583.0 0338 511.91 021903 N 0586.0 0339 511.79 022003 N 0588.0 0340 170.60 022103 N 0593.0 0341 511.79 022103 N 0594.0 0342 1,184.47 022203 N 0595.0 0343 149.50 012703 N 0596.0 0344 149.50 012603 N 0597.0 0345 299.00 010803 N 0598.0 0346 598.00 021703 N 0600.0 0347 1,495.00 021803 N 0601.0 0348 1,656.00 030303 N 0602.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 08/26/03 EST. NO.18 TIME 11:10 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 --------------------------------------------------------------------------- 0349 511.79 022803 N 0607.0 0350 413.57 021403 N 0566.0 0351 171.53 040303 N 0772.0 0353 149.50 041903 N 0806.0 0354 429.82 041903 N 0807.0 0355 3,527.63 041503 N 0808.0 0356 690.00 041803 N 0809.0 0357 392.15 032503 N 0853.0 0358 897.00 042203 N 0854.0 0359 747.50 043003 N 0855.0 0360 224.25 043003 N 0856.0 0361 1,607.13 042603 N 0857.0 0362 1,569.75 051103 N 0858.0 0363 3,079.13 043003 N 0859.0 0364 448.50 043003 N 0865.0 0365 2,298.57 040703 N 0867.0 0366 170.60 032703 N 0713.0 0367 147.51 032803 N 0716.0 0368 511.79 032803 N 0718.0 0369 1,345.50 041103 N 0725.0 0370 437.00 042103 N 0727.0 0371 149.50 032003 N 0728.0 0372 341.20 031703 N 0731.0 0373 318.10 031803 N 0737.0 0374 318.10 031903 N 0739.0 0375 488.30 032003 N 0747.0 0376 488.70 032103 N 0751.0 0377 511.79 033103 N 0755.0 0378 147.51 033103 N 0756.0 0379 148.49 040103 N 0761.0 0380 514.59 040103 N 0762.0 0381 343.06 040203 N 0763.0 0382 148.49 040203 N 0766.0 0383 514.59 040303 N 0769.0 0384 138.00 010303 N 0561.0 0385 437.00 012003 N 0562.0 0386 1,105.92 021003 N 0563.0 0387 1,046.50 021503 N 0564.0 0388 747.50 020403 N 0565.0 008 0012 562.31 E.W. @ F.A.(+) 052703 N 1094 0 0013 1,756.93 070803 N 1096 0 0014 5,429.99 070103 N 1095 0 019 0020 991.71 E.W. @ F.A.(+) 080602 N 0343.0 020 0054 250.00 E.W. @ U.P (+) 071803 N 1039.0 022 0012 1,017.37 E.W. @ F.A.(+) 060102 N 0037.0 027 0004 503.84 E.W. @ F.A.(+) 053003 N 1098.0 035 0004 1,257.34 E.W. @ F.A.(+) 050703 N 0929.0 044 0001 17,717.00 A.C. @ L.S.(+) 062903 N 0914.0 045 0001 12,439.00 E.W. @ U.P (+) 081203 N 0001 0 0002 4,883.00 A.C. @ U.P.(+) 081203 N 0002 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 5 DATE 08/26/03 EST. NO.18 TIME 11:10 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 --------------------------------------------------------------------------- 312,925.64 TOTAL THIS ESTIMATE 1,203,074.76 TOTAL PREVIOUS ESTIMATE 1,516,000.40 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 08/26/03 EST. NO.18 TIME 11:10 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 -1,401,089.73 -1,434,878.19 LABOR COMPLIANCE VIOLATION PAYROLL DISCREPANCY -10,000.00 08 PAYROLL DISCREPANCY 10,000.00 09 0.00 0.00 TOTAL DEDUCTIONS -1,401,089.73 -1,434,878.19 PROGRAM CAS145 PAGE 1 DATE 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:10 AM ESTIMATE NO. 18 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 08/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 08/26/03 LOCATION 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 0.500 11,250.00 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 0.230 28,750.00 06 CONSTRUCTION AREA SIGN (1-POST) EA 185.0000 79,550.00 30.650 5,670.25 307.950 56,970.75 S) 07 CONSTRUCTION AREA SIGN (2-POST) EA 575.0000 57,500.00 4.850 2,788.75 30.660 17,629.50 S) 08 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.030 12,000.00 0.440 176,000.00 S) 09 TYPE III BARRICADE EA 75.0000 24,000.00 92.000 6,900.00 S) 10 TEMPORARY PAVEMENT MARKING (PAINT) M2 20.0000 1,580.00 0.000 0.00 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 6,210.000 3,105.00 275,990.000 137,995.00 S) 13 CHANNELIZER (SURFACE MOUNTED) EA 26.0000 117,000.00 61.000 1,586.00 2,054.000 53,404.00 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 0.060 60.00 4.290 4,290.00 S) 16 TEMPORARY PAVEMENT MARKER EA 2.5000 173,000.00 1,228.000 3,070.00 56,575.000 141,437.50 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 135,000.00 0.360 5,400.00 5.280 79,200.00 S) 18 TEMPORARY RAILING (TYPE K) M 15.0000 2,010,000.00 1,662.000 24,930.00 76,289.062 1,144,335.93 S) 19 TEMPORARY CRASH CUSHION MODULE EA 200.0000 90,000.00 35.000 7,000.00 373.000 74,600.00 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 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:10 AM ESTIMATE NO. 18 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 08/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,400.000 2,380.00 4,143.000 7,043.10 STRIPE 28 REMOVE PAINTED TRAFFIC STRIPE M 1.1500 124,200.00 1,315.000 1,512.25 67,876.000 78,057.40 29 REMOVE PAINTED PAVEMENT MARKING M2 12.0000 6,000.00 0.000 0.00 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 1,100.000 550.00 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 0.000 0.00 35 REMOVE CULVERT M 20.0000 162,800.00 53.600 1,072.00 4,737.100 94,742.00 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 90.000 450.00 40 REMOVE CONCRETE DECK SURFACE M2 30.0000 60,000.00 0.000 0.00 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 47.000 7,050.00 49 RESET ROADSIDE SIGN (TWO POST) EA 500.0000 22,000.00 18.000 9,000.00 PROGRAM CAS145 PAGE 3 DATE 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:10 AM ESTIMATE NO. 18 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 08/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 9.000 1,350.00 54 RELOCATE ROADSIDE SIGN-TWO POST EA 500.0000 5,500.00 2.000 1,000.00 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 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 7,845.600 13,729.80 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 18,915.000 1,891.50 (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 0.000 0.00 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 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 0.000 0.00 72 GRADE CROSSING REMOVAL M 75.0000 12,000.00 0.000 0.00 73 BRIDGE REMOVAL LS 76,000.0000 76,000.00 0.000 0.00 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 0.150 7,200.00 1.000 48,000.00 PROGRAM CAS145 PAGE 4 DATE 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:10 AM ESTIMATE NO. 18 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 08/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 8,515,000.00 100,350.000 652,275.00 856,352.800 5,566,293.20 85 ROADWAY EXCAVATION (TYPE Y) M3 7.0000 1,638,000.00 209,003.000 1,463,021.00 (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 2,558.500 5,117.00 2,558.500 5,117.00 88 STRUCTURE EXCAVATION (BRIDGE) M3 30.0000 214,200.00 170.000 5,100.00 7,140.000 214,200.00 F) 89 STRUCTURE EXCAVATION (RETAINING WALL) M3 8.0000 115,200.00 20.000 160.00 8,037.300 64,298.40 90 STRUCTURE BACKFILL (BRIDGE) M3 45.0000 200,700.00 76.000 3,420.00 3,251.000 146,295.00 F) 91 STRUCTURE BACKFILL (RETAINING WALL) M3 12.0000 128,400.00 255.000 3,060.00 7,185.430 86,225.16 92 PERVIOUS BACKFILL MATERIAL M3 120.0000 22,800.00 2.000 240.00 279.000 33,480.00 F) 93 PERVIOUS BACKFILL MATERIAL (RETAINING M3 60.0000 40,800.00 21.000 1,260.00 252.910 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 14.800 16,280.00 68.710 75,581.00 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 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:10 AM ESTIMATE NO. 18 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 08/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.067 435.50 0.328 2,132.00 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 0.000 0.00 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 27,021.150 270,211.50 82,776.900 827,769.00 13 CLASS 2 AGGREGATE BASE M3 24.0000 2,042,400.00 75,544.630 1,813,071.12 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 11,334.060 702,711.72 36,223.680 2,245,868.16 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 6,373.050 203,937.60 15,089.800 482,873.60 18 ASPHALT CONCRETE (TYPE C) TONN 34.0000 1,305,600.00 2,404.690 81,759.46 6,958.600 236,592.40 19 ASPHALT CONCRETE TONN 32.0000 8,192,000.00 1,404.710 44,950.72 164,783.330 5,273,066.56 20 ASPHALT CONCRETE (OPEN GRADED) TONN 33.0000 419,100.00 231.100 7,626.30 231.100 7,626.30 21 PAVING ASPHALT (PAINT BINDER) TONN 300.0000 567,000.00 55.370 16,611.00 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 0.000 0.00 29 CONCRETE PAVEMENT M3 74.5000 19,966,000.00 32,704.180 2,436,461.41 77,075.390 5,742,116.56 30 PLACE CONCRETE DIKE (TYPE C MODIFIED) M 5.0000 950.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:10 AM ESTIMATE NO. 18 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 08/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 35,000.00 442.000 2,210.00 3,068.000 15,340.00 32 PLACE CONCRETE DIKE (TYPE F MODIFIED) M 5.0000 700.00 0.000 0.00 33 RUMBLE STRIP (PORTLAND CEMENT CONCRETE M 0.2500 17,950.00 8,405.000 2,101.25 22,697.000 5,674.25 S) PAVEMENT) (ROLLED-IN-INDICATATIONS) 34 SEAL PAVEMENT JOINT M 1.0000 364,000.00 27,364.970 27,364.97 43,268.130 43,268.13 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 22.600 6,215.00 1,567.510 431,065.25 F) 44 STRUCTURAL CONCRETE, BRIDGE M3 495.0000 2,450,250.00 8.900 4,405.50 4,340.790 2,148,691.05 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 28.680 6,453.00 3,236.680 728,253.00 47 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 285,000.00 10.000 5,000.00 584.560 292,280.00 F) (TYPE N) 48 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 312,000.00 24.000 14,400.00 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 546,000.00 577.920 375,648.00 52 CLASS 2 CONCRETE (CHANNEL LINING) M3 225.0000 99,000.00 0.000 0.00 53 CLASS 2 CONCRETE (HEADWALL) M3 700.0000 658,000.00 44.190 30,933.00 488.510 341,957.00 54 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 220,000.00 0.570 570.00 84.730 84,730.00 55 PAVING NOTCH EXTENSION M3 4,000.0000 60,000.00 4.030 16,120.00 56 CONCRETE SURFACE TEXTURE M2 100.0000 385,000.00 1,554.000 155,400.00 1,554.000 155,400.00 57 DRILL AND BOND DOWEL M 60.0000 166,200.00 511.460 30,687.60 PROGRAM CAS145 PAGE 7 DATE 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:10 AM ESTIMATE NO. 18 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 08/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 1,995.000 249,375.00 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 0.000 0.00 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 1,458.600 1,677.39 105,194.600 120,973.79 S) 69 BAR REINFORCING STEEL (BRIDGE) KG 1.0400 1,046,864.00 1,498.000 1,557.92 859,149.000 893,514.96 SF) 70 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0500 306,600.00 2,157.000 2,264.85 193,377.006 203,045.86 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 0.000 0.00 77 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3000 36,900.00 0.000 0.00 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 24.000 21,600.00 66.000 59,400.00 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 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 0.225 56,250.00 0.650 162,500.00 S) PROGRAM CAS145 PAGE 8 DATE 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:10 AM ESTIMATE NO. 18 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 08/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,363.530 54,541.20 2,747.780 109,911.20 S) 86 RAILROAD SUBBALLAST M3 25.0000 125,000.00 1,193.520 29,838.00 4,021.490 100,537.25 S) 87 RAILROAD APPROACH RAILING (TYPE I) M 250.0000 15,500.00 31.000 7,750.00 88 RAILROAD APPROACH RAILING (TYPE II) M 640.0000 35,200.00 27.500 17,600.00 89 WOOD PLANK GRADE CROSSING M 350.0000 77,000.00 0.000 0.00 S) 90 RAILROAD TRACK M 250.0000 347,500.00 672.000 168,000.00 672.000 168,000.00 S) 91 375 MM ALTERNATIVE PIPE CULVERT M 140.0000 56,000.00 270.000 37,800.00 92 450 MM ALTERNATIVE PIPE CULVERT M 95.0000 73,150.00 3.500 332.50 374.600 35,587.00 93 600 MM ALTERNATIVE PIPE CULVERT M 200.0000 124,000.00 234.100 46,820.00 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 363,000.00 602.600 180,780.00 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 -6.100 -1,525.00 1,661.900 415,475.00 98 1350 MM ALTERNATIVE PIPE CULVERT M 500.0000 4,745,000.00 150.500 75,250.00 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 46.500 16,275.00 PROGRAM CAS145 PAGE 9 DATE 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:10 AM ESTIMATE NO. 18 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 08/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.350 1,620.00 160.650 192,780.00 (2.01 MM THICK) 14 375 MM STEEL FLARED END SECTION EA 300.0000 5,100.00 4.000 1,200.00 15 450 MM STEEL FLARED END SECTION EA 350.0000 8,750.00 3.000 1,050.00 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 48,750.00 334.400 25,080.00 334.400 25,080.00 18 ROCK SLOPE PROTECTION M3 80.0000 103,200.00 954.000 76,320.00 954.000 76,320.00 (FACING, METHOD B) 19 ROCK SLOPE PROTECTION M3 150.0000 153,000.00 583.500 87,525.00 583.500 87,525.00 (BACKING NO. 1, METHOD B) 20 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 75.0000 133,500.00 87.000 6,525.00 427.000 32,025.00 21 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 75.0000 25,500.00 0.000 0.00 22 SLOPE PAVING (CONCRETE) M3 500.0000 23,500.00 0.000 0.00 23 ROCK SLOPE PROTECTION FABRIC M2 3.0000 33,300.00 4,249.800 12,749.40 4,889.800 14,669.40 24 MINOR CONCRETE (MISCELLANEOUS M3 500.0000 50,000.00 0.000 0.00 CONSTRUCTION) 25 MINOR CONCRETE (GUTTER) M 75.0000 52,500.00 0.000 0.00 26 MISCELLANEOUS IRON AND STEEL KG 2.0000 60,000.00 107.000 214.00 12,362.000 24,724.00 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 24.000 1,296.00 S) 36 CORRUGATED METAL GUARD RAILING M 200.0000 30,000.00 0.000 0.00 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 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:10 AM ESTIMATE NO. 18 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 08/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 43 TERMINAL SYSTEM (TYPE ET) EA 2,400.0000 12,000.00 0.000 0.00 S) 44 TERMINAL SYSTEM (TYPE SRT) EA 1,650.0000 128,700.00 2.000 3,300.00 S) 45 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 300.0000 13,800.00 2.000 600.00 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 0.000 0.00 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 0.000 0.00 S) 57 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.6000 61,360.00 0.000 0.00 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 0.277 29,085.00 0.634 66,570.00 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 1.000 1,000.00 S) SIGN AND OVERHEAD SIGN TRUSS PROGRAM CAS145 PAGE 11 DATE 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:10 AM ESTIMATE NO. 18 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 08/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 1,200.00 195.000 2,340.00 S) 74 SIZE 41 CONDUIT M 24.0000 164,640.00 115.000 2,760.00 4,383.000 105,192.00 S) 75 SIZE 53 CONDUIT M 32.0000 85,760.00 125.000 4,000.00 3,094.000 99,008.00 S) 76 SIZE 78 CONDUIT M 30.0000 66,900.00 2,259.000 67,770.00 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 1.000 1,500.00 3.000 4,500.00 S) 87 RETROFIT MODEL 500 CHANGEABLE MESSAGE EA 6,000.0000 6,000.00 1.000 6,000.00 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 17.000 5,100.00 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 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:10 AM ESTIMATE NO. 18 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 08/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 4.000 12,000.00 S) LUMINAIRE ARM 96 FOUNDATION FOR ELECTROLLER OR CCTV POLE EA 360.0000 14,040.00 8.000 2,880.00 13.000 4,680.00 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 1,150.00 152.000 152.00 197.000 197.00 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 60.000 72.00 627.000 752.40 S) 03 CONDUCTOR (NO. 8) M 1.7000 15,878.00 159.000 270.30 1,425.000 2,422.50 S) 04 CONDUCTOR (NO. 6) M 2.0000 12,860.00 328.000 656.00 328.000 656.00 S) 05 CONDUCTOR (NO. 4) M 3.0000 18,000.00 1,268.000 3,804.00 1,268.000 3,804.00 S) 06 CONDUCTOR (NO. 2) M 4.0000 18,160.00 415.000 1,660.00 415.000 1,660.00 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 17,400.00 129.000 258.00 849.000 1,698.00 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 0.000 0.00 S) 14 NO. 5 PULL BOX EA 400.0000 36,400.00 1.000 400.00 1.000 400.00 S) 15 NO. 6(E) PULL BOX EA 550.0000 20,900.00 3.000 1,650.00 3.000 1,650.00 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 0.000 0.00 S) 18 NO. 9/9A STRUCTURE PULL BOX EA 400.0000 5,200.00 5.000 2,000.00 23.000 9,200.00 S) PROGRAM CAS145 PAGE 13 DATE 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:10 AM ESTIMATE NO. 18 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 08/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:10 AM ESTIMATE NO. 18 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 08/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 5,733,750.74 44,392,264.01 ADJUSTMENT OF COMPENSATION 22,600.00 556,007.70 EXTRA WORK 290,325.64 959,992.70 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 6,046,676.38 45,908,264.41 26 MOBILIZATION LS 9800,000.0000 9,800,000.00 0.950 9,310,000.00 ORIGINAL CONTRACT AMOUNT 99,599,234.00 TOTAL WORK COMPLETED 6,046,676.38 55,218,264.41 MATERIALS ON HAND ON SITE 324,936.53 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -1,401,089.73 -1,434,878.19 TOTAL 4,645,586.65 54,108,322.75 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 12/10/04 258 49 2 0 54% 44% PROGRESS IS SATISFACTORY FRAYWAT, NABIL RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 08/26/03