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 05/20/05 EST. NO.63 TIME 05:21 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- 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 0345 651.33 E.W. @ F.A.(+) 022205 N 251530 0346 651.33 022305 N 251540 0347 602.00 022405 N 251550 0348 602.00 022505 N 251560 0349 437.56 032105 N 253020 0350 602.00 032205 N 253030 0351 602.00 032305 N 253040 0352 585.56 032405 N 253050 0353 585.56 032505 N 253060 0354 602.00 032805 N 254860 0355 667.78 032905 N 254870 0356 470.44 030105 N 252200 0357 284.56 030205 N 252210 0358 667.78 030405 N 252230 0359 651.33 030705 N 252240 0360 634.88 030805 N 252250 0361 634.88 030905 N 252260 0362 585.56 031005 N 252270 0363 634.88 031105 N 252280 0364 634.88 031405 N 252630 0365 634.88 031505 N 252640 0366 585.56 031605 N 252650 0367 602.00 031705 N 252660 0368 536.22 031805 N 252670 0369 565.69 042205 N 255810 0370 664.35 042105 N 255800 0371 664.35 042005 N 255790 0372 647.90 041905 N 255780 0373 631.45 041805 N 255770 0374 624.87 041605 N 255760 0375 664.35 041505 N 255340 0376 598.57 041405 N 255330 0377 631.45 041305 N 255320 0378 631.45 041205 N 255310 0379 631.45 041105 N 255300 003 0061-1 -90.00 E.W. @ F.A.(+) 070904 N 216220 DAO CORRECTING ENTRY 0087 225.48 050305 N 257550 004 0013 15,186.00 A.C. @ U.P.(+) 041105 N 254650 038 0277 1,806.59 E.W. @ F.A.(+) 030805 N 253910 0278 2,271.87 021405 N 253880 0279 2,929.71 111704 N 254320 0280 2,929.71 111804 N 254330 0281 3,666.25 031504 N 254170 0282 1,477.26 051804 N 254180 0283 689.90 052704 N 254190 0284 970.02 060304 N 254200 0285 873.92 062204 N 254210 0286 1,382.65 062904 N 254220 0287 5,682.02 070804 N 254230 0288 4,247.09 070904 N 254240 0289 4,591.24 071204 N 254250 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 05/20/05 EST. NO.63 TIME 05:21 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0290 859.80 071504 N 254270 0291 616.16 081104 N 254280 0292 739.66 081304 N 254290 0293 2,612.44 110804 N 254300 0294 500.75 010505 N 254350 0295 6,699.88 013105 N 254360 0296 546.95 021805 N 254400 0297 1,578.72 020405 N 254370 0298 6,185.78 021405 N 254380 0299 4,716.70 021505 N 254390 0300 6,940.15 022205 N 254410 0301 4,734.40 022305 N 254420 0302 5,077.80 121504 N 254340 0303 3,269.46 031405 N 255230 0304 1,532.92 040105 N 257510 0305 496.28 033005 N 257480 0306 237.98 033005 N 257470 0307 1,701.32 032905 N 257460 0308 193.00 032905 N 257450 0309 606.22 032805 N 257440 0310 897.44 020105 N 257990 0311 354.78 020205 N 258000 0312 1,500.29 032205 N 258210 0313 3,000.60 032305 N 258220 0314 2,032.61 040505 N 258230 0315 2,032.61 040705 N 258250 0316 2,032.61 040605 N 258240 0317 2,286.69 041105 N 258260 0318 2,339.47 050905 N 258350 0320 193.00 032305 N 258050 0321 475.96 020905 N 258080 0322 573.19 021105 N 258070 0323 2,432.32 032405 N 258060 0324 1,557.96 032105 N 258040 0325 88.70 013105 N 257980 0326 2,638.94 031405 N 258330 0327 3,934.36 030305 N 258010 0328 1,969.42 030405 N 258020 044 0001 2,797.00 A.C. @ L.S.(+) 051905 N 255290 056 0005 3,162.50 A.C. @ L.S.(+) 051905 N 254830 073 0200 296.57 E.W. @ F.A.(+) 073103 N 153910 0201 1,635.09 073003 N 153900 0202 891.13 070203 N 153890 0203 619.01 040703 N 153880 0204 1,356.39 081303 N 153920 0205 2,090.42 081403 N 153930 153 0934 21,313.60 E.W. @ F.A.(+) 041805 N 255220 0935 18,515.20 050305 N 257540 0936 10,656.80 051105 N 258190 176 0002 26,479.53 A.C. @ L.S.(+) 051905 N 160910 185 0009 3,061.84 E.W. @ F.A.(+) 031902 N 3452 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 05/20/05 EST. NO.63 TIME 05:21 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0088-2 622.42 020705 N 249710 DAO CORRECTING ENTRY 201 0209 551.24 E.W. @ F.A.(+) 042502 N 106320 208 0197-1 -2,126.09 E.W. @ F.A.(+) 100402 N 6546 0 DAO CORRECTING ENTRY 0204-1 -2,264.42 101602 N 7409 0 DAO CORRECTING ENTRY 0218-1 -3,200.62 110102 N 7821 0 DAO CORRECTING ENTRY 0232-1 -2,611.62 100702 N 6547 0 DAO CORRECTING ENTRY 0235-1 -2,888.24 110602 N 6971 0 DAO CORRECTING ENTRY 0272-1 -31.97 100702 N 6547S0 DAO CORRECTING ENTRY 223 0001 5,000.00 A.C. @ L.S.(+) 051905 N 189820 281 0001 70,000.00 A.C. @ L.S.(+) 051905 N 228210 291 0018 144.58 E.W. @ F.A.(+) 040403 N 102710 322 0531-1 -5,573.33 E.W. @ F.A.(+) 111503 N 158690 DAO CORRECTING ENTRY 0665 2,626.45 051905 N 322-03 325 0001 178,200.00 A.C. @ L.S.(+) 051605 N 325-01 337 0009-3 -2,409.98 E.W. @ F.A.(+) 071603 N 108400 DAO CORRECTING ENTRY 0009-4 4,465.79 071603 N 108400 DAO CORRECTING ENTRY 0020 3,520.49 071703 N 108700 340 0197-1 -1,899.50 E.W. @ F.A.(+) 100704 N 239540 DAO CORRECTING ENTRY 0197-2 1,899.50 100504 N 239540 DAO CORRECTING ENTRY 349 0002 14,000.00 A.C. @ L.S.(+) 051605 N 252182 356 0410 528.00 A.C. @ L.S.(+) 010605 N 249400 0411 246.40 010605 N 249410 0413 440.00 010705 N 249430 0414 202.40 010305 N 249350 0415 2,516.80 010705 N 249360 0416 862.40 012905 N 251250 0417 299.20 012805 N 250140 0418 211.20 012805 N 250130 0419 651.20 012805 N 250120 0421 228.80 012705 N 250110 0423 510.40 012605 N 250090 0424 272.80 012605 N 250080 0429 448.80 012205 N 250040 0430 352.00 012105 N 250030 0431 466.40 012005 N 250020 0432 380.05 011705 N 249990 0433 404.80 011705 N 250000 0434 2,666.40 011405 N 249950 0435 528.00 011405 N 249980 0436 132.00 011205 N 249970 0437 193.60 011105 N 249960 0438 651.20 010805 N 249940 0439 492.80 123104 N 249920 0441 2,446.40 123004 N 249880 0442 228.80 122904 N 249910 0443 510.40 122904 N 249890 0446 457.60 020105 N 251260 0447 255.20 020105 N 251270 0448 651.20 020205 N 251280 0449 475.20 020305 N 251290 0450 123.20 020205 N 251300 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 05/20/05 EST. NO.63 TIME 05:21 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0451 510.40 020505 N 251310 0452 2,006.40 060904 N 206980 0453 387.20 030205 N 253720 0454 228.80 030805 N 253730 0455 378.40 030905 N 253740 0456 360.80 030805 N 253750 0457 237.60 022805 N 253760 0458 299.20 022205 N 253770 0459 545.60 030105 N 253780 0460 897.60 021205 N 253790 0461 237.60 021405 N 253800 0462 334.40 021605 N 253810 0463 827.20 021605 N 253820 0464 1,020.80 021805 N 253830 0465 167.20 013105 N 253840 0466 616.00 020905 N 253850 372 0003 82,600.00 A.C. @ L.S.(+) 041105 N 254760 373 0004 22,000.00 A.C. @ L.S.(+) 041405 N 255120 385 1043 855.15 E.W. @ F.A.(+) 051805 N 197902 391 0003 22,995.00 A.C. @ L.S.(+) 051905 N 391-01 405 0001 5,000.00 A.C. @ L.S.(+) 051105 N 405-01 415 0044 31,734.68 A.C. @ L.S.(+) 051805 N 415-01 418 0001 188,376.00 A.C. @ L.S.(+) 041105 N 254740 419 0001 34,000.00 A.C. @ L.S.(+) 051105 N 419-01 425 0001 385,000.00 A.C. @ L.S.(+) 042205 N 425-01 0002 700,000.00 042205 N 425-02 426 0016 317,983.50 E.W. @ L.S.(+) 051905 N 199366 442 0004 339,397.00 A.C. @ L.S.(+) 031605 N 244014 443 0001 17,655.00 E.W. @ L.S.(+) 051905 N 443-01 444 0001 4,700,000.00 A.C. @ L.S.(+) 020705 N 248190 449 0001 1,278,200.00 A.C. @ L.S.(+) 051305 N 258720 451 0001 14,000.00 A.C. @ L.S.(+) 050305 N 257410 454 0001 389,839.52 A.C. @ L.S.(+) 051805 N 454-01 458 0001 9,000,000.00 A.C. @ L.S.(+) 051605 N 458-01 0002 9,000,000.00 051605 N 458-02 0003 1,400,000.00 051605 N 458-03 460 0001 9,000,000.00 A.C. @ L.S.(+) 051605 N 460-01 0002 9,000,000.00 051605 N 460-02 0003 9,000,000.00 051605 N 460-03 0004 6,100,000.00 051605 N 460-04 461 0001 31,882.42 A.C. @ L.S.(+) 051805 N 461-01 466 0002 227,950.00 A.C. @ L.S.(+) 051905 N 253690 467 0001 1,190.58 E.W. @ F.A.(+) 032105 N 253130 0002 1,720.27 041805 N 255980 0003 6,772.73 031505 N 252710 0004 2,455.37 022205 N 251690 0005 1,720.27 041905 N 255970 0006 2,234.03 022305 N 251700 0007 1,737.13 042505 N 255960 0008 2,378.57 022405 N 251710 0009 4,228.43 040505 N 254530 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 05/20/05 EST. NO.63 TIME 05:21 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0010 2,364.78 022505 N 251720 0011 1,719.08 042205 N 255950 0012 7,903.70 031605 N 252720 0013 1,720.27 041505 N 255500 0014 2,288.66 031705 N 254440 0015 1,717.30 042105 N 255940 0016 4,173.26 040605 N 254540 0017 3,478.16 040405 N 254520 0018 2,213.91 032305 N 253140 0019 2,255.10 033105 N 254510 0020 1,149.12 032505 N 254460 0021 2,227.52 033005 N 254500 0022 5,564.83 031805 N 254450 0023 2,268.90 032905 N 254490 0024 2,227.52 032805 N 254480 0025 1,143.42 050305 N 258660 0026 2,320.07 040105 N 254470 0027 2,227.52 032505 N 253160 0028 1,672.06 032305 N 257660 0029 2,440.07 032505 N 253150 0030 2,416.01 032305 N 255930 0031 1,336.01 032305 N 257670 0032 762.24 041405 N 258280 0033 1,682.20 031805 N 252740 0034 2,261.61 031705 N 252730 0035 762.24 040805 N 258270 0036 2,003.05 031705 N 258200 0037 2,527.37 031605 N 258310 0038 1,283.69 031505 N 258320 471 0001 63,130.00 A.C. @ L.S.(+) 051905 N 256580 472 0001 1,077,500.00 A.C. @ L.S.(+) 041105 N 254640 476 0001 28,890.00 A.C. @ L.S.(+) 051805 N 256590 63,080,453.83 TOTAL THIS ESTIMATE 166,708,409.54 TOTAL PREVIOUS ESTIMATE 229,788,863.37 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 05/20/05 EST. NO.63 TIME 05:21 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING DOCS -348,750.00 02 MISSING SUBMITTALS -675,000.00 03 BASELINE SCHEDULE -425,720.00 04 MISSING DOCS 348,750.00 04 MISSING SUBMITTALS 675,000.00 04 BASELINE SCHEDULE 425,720.00 05 BASELINE SCHEDULE -950,000.00 05 CPM BASELINE -904,780.00 05 BASELINE SCHEDULE 950,000.00 06 CPM BASELINE 904,780.00 07 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 BASELINE SCHEDULE -968,982.50 09 BASELINE SCHEDULE -968,982.50 09 BASELINE SCHEDULE 968,982.50 10 BASELINE SCHEDULE 968,982.50 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 CPM UPDATES,01/08 -900,000.00 13 CPM UPDATES 01/08 -264,325.64 13 TRAFFIC DELAY 9/30 -15,500.00 13 CPM SCHEDULE UPDATES -692,474.30 14 CPM SCHEDULE UPDATES -900,000.00 14 CPM SCHEDULE UPDATES -900,000.00 14 CPM SCHEDULE UPDATES -900,000.00 14 STL FAB 300 PLUS MI -13,728.18 14 CPM SCHEDULE UPDATES -22,500.00 15 CPM SCHEDULE UPDATES -900,000.00 16 CPM SCHEDULE UPDATES -900,000.00 16 CPM SCHEDULE UPDATES -691,727.00 16 CPM UDATE JULY-DEC1 -151,513.00 17 CPM UPDATE JULY-DEC1 -900,000.00 17 CPM UPDATE JULY-DEC1 -900,000.00 17 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 05/20/05 EST. NO.63 TIME 05:21 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OUT OF COMPLIANCE159 -288.75 17 STL FAB 300 PLUS MI 13,728.18 17 TRAFFIC DELAY 9/30 15,500.00 17 CPM SCHEDULE UPDATES 900,000.00 18 CPM SCHEDULE UPDATES 900,000.00 18 CPM SCHEDULE UPDATES 4,560.00 18 CPM SCHEDULE UPDATES 187,192.00 19 CPM SCHEDULE UPDATES 900,000.00 19 CPM SCHEDULE UPDATES 900,000.00 19 CPM SCHEDULE UPDATES 900,000.00 19 STL FAB 300 MI PLUS -2,736.33 19 CPM SCHEDULE UPDATES 691,727.00 20 CPM SCHEDULE UPDATES 523,222.30 20 CPM UPDATE JULY-DEC 900,000.00 20 CPM UPDATE JULY-DEC 151,513.00 20 CPM UPDATE JULY-DEC 900,000.00 20 CPM UPDATE 01/08 900,000.00 20 CPM UPDATES 01/08 264,325.64 20 STL FAB300 MI PLUS2 -2,474.77 20 STL FAB 300 MI PLUS2 -2,832.27 21 STL FAB DEDUCTION -1,553.34 22 STL FAB DEDUCTION -3,575.04 23 STL FAB DEDUCTION -2,762.53 24 STL FAB DEDUC 300MI -4,173.75 25 STL FAB +300#188&128 -3,625.17 26 SCHEDULE CPM AUG 02 -4,149,068.00 27 STL FAB +300MILES -5,777.72 27 SCHEDULE CPM AUG 02 4,149,068.00 28 STL FAB+300MILES OCT -4,301.25 29 STL FAB+300 MILES -4,176.73 30 SWPPP VIOLATION -900,000.00 30 SWPPP VIOLATION -900,000.00 30 SWPPP VIOLATION -900,000.00 30 SWPPP VIOLATION -403,216.00 30 STL FAB +300 MILES -9,892.05 31 SWPPP VIOLATION 900,000.00 31 SWPPP VIOLATION 900,000.00 31 SWPPP VIOLATION 900,000.00 31 SWPPP VIOLATION 403,216.00 31 STL FAB+300 MILES -14,015.94 33 STL FAB 300+MILES -11,929.27 34 STL FAB +300 MILES36 -1,364.46 36 STL FAB +300 MILES -17,179.17 37 STL FAB +300 MILES -9,110.87 38 STL FAB +300 MILES -13,252.21 39 STL FAB + 300 MILES -23,974.56 40 #159 OUT OF COMPLIA -335.50 41 STL FAB + 300 MILES -17,825.38 41 STL FAB + 300 MILES -30,439.58 42 STL FAB + 300 MILES -24,983.59 43 STL FAB + 300 MILES -12,493.82 44 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 3 DATE 05/20/05 EST. NO.63 TIME 05:21 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- STL FAB/MFR +300MILE -37,134.90 45 MHS -9,837,086.00 46 MHS -9,000,000.00 46 MHS -9,000,000.00 46 MHS -9,000,000.00 46 MHS 9,837,086.00 47 MHS 9,000,000.00 47 MHS 9,000,000.00 47 MHS 9,000,000.00 47 OUT OF STATE INSPECT -329,687.50 47 STL FAB 300 MI PLUS 261,584.70 47 OUT OF STATE INSPECT -4,160.79 49 OUT OF COMPLIANCE159 -945.00 50 OUT OF COMPLIANCE152 -742.50 50 OUT OF STATE INSPECT -5,626.39 50 CYL TEST FAILURE#159 -405.00 51 OUT OF STATE INSPECT -2,901.41 51 OUT OF STATE INSPECT -52,214.78 52 OUT OF STATE INSPECT -22,592.03 53 OUT OF STATE INSPECT -36,458.23 55 OUT OF STATE INSPECT -10,264.48 56 OUT OF STATE INSPECT -344.24 57 OUT OF STATE INSPECT -25,974.58 58 OUT OF STATE INSPECT -5,062.14 59 OUT OF STATE INSPECT -1,639.48 60 OUT OF STATE INSPECT -92,016.97 61 OUT OF STATE INSPECT -3,246.83 62 0.00 -594,906.60 LABOR COMPLIANCE VIOLATION PAYROLL SUBCNTR-JAN -10,000.00 05 PAYROLL SUBCNTR-JAN 10,000.00 07 PAYROLL (PROTEST) -10,000.00 08 PAYROLL PROTEST 10,000.00 12 SWPPP VIOLATION -900,000.00 30 WESTAR PAYROLL -10,000.00 30 SWPPP VIOLATION 900,000.00 31 WESTAR PAYROLL - DEC -10,000.00 31 WESTAR PAYROLL DEC -10,000.00 32 WESTAR PAYROLL JAN -10,000.00 33 PAYROLL WESTAR FEB3 -10,000.00 34 WESTAR PAYROLL OCT02 10,000.00 35 WESTAR PAYROLL NOV02 10,000.00 35 WESTAR PAYROLL DEC 10,000.00 35 WESTAR PAYROLL JAN03 10,000.00 35 WESTAR PAYROLL FEB03 10,000.00 35 CERTIFIED PAYROLLS -10,000.00 42 CERTIFIED PAYROLL 10,000.00 43 0.00 0.00 TOTAL DEDUCTIONS 0.00 -594,906.60 PROGRAM CAS145 PAGE 1 DATE 05/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 05:21 PM ESTIMATE NO. 63 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 05/20/05 LOCATION PROGRESS ESTIMATE 04-CC-580-6.1/7.8 ----------------- 04-MRN-580-0.0/2.6 TUTOR-SALIBA/KOCH/TIDEWATER IN CONTRA COSTA AND MARIN COUNTIES 999 WESTERN DRIVE IN AND NEAR RICHMOND AND SAN RAFAEL RICHMOND, CA 94801-3756 ON THE SAN RAFAEL-RICHMOND BRIDGE FED. AID NO. ACIM-580 -2(41)N SEISMIC RETROFIT - PHASE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TIME RELATED OVERHEAD WDAY 45,000.0000 65,250,000.00 10.000 450,000.00 1,662.000 74,790,000.00 02 ESTABLISH MARINE ACCESS LS 8250,000.0000 18,250,000.00 1.000 18,250,000.00 03 ELECTRONIC MOBILE DAILY DIARY COMPUTER LS 51,000.0000 51,000.00 1.000 51,000.00 SYSTEM DATA DELIVERY 04 TEMPORARY STOCKPILE COVER SQYD 5.0000 10,000.00 4,249.000 21,245.00 05 STABILIZED CONSTRUCTION ENTRANCE EA 9,500.0000 19,000.00 3.000 28,500.00 06 TEMPORARY CONSTRUCTION ROAD SQYD 24.0000 40,800.00 0.000 0.00 07 TEMPORARY STRAW BALE BARRIER LF 4.5000 15,750.00 1,539.600 6,928.20 08 TEMPORARY CONCRETE WASHOUT FACILITIES LS 38,400.0000 38,400.00 1.000 38,400.00 09 TRANSPORTATION FOR THE ENGINEER LS 884,000.0000 884,000.00 1.000 884,000.00 10 INFORMATIONAL SIGN BOARD EA 2,700.0000 5,400.00 2.000 5,400.00 11 PROGRESS SCHEDULE (CRITICAL PATH) LS 250,000.0000 250,000.00 1.000 250,000.00 12 PREPARE STORM WATER POLLUTION PREVENTION LS 30,000.0000 30,000.00 1.000 30,000.00 PLAN 13 WATER POLLUTION CONTROL LS 802,000.0000 802,000.00 1.000 802,000.00 14 TEMPORARY SILT FENCE LF 9.0000 54,000.00 6,098.740 54,888.66 15 CONSTRUCTION AREA SIGNS LS 349,000.0000 349,000.00 1.000 349,000.00 S) 16 TRAFFIC CONTROL SYSTEM LS 3534,000.0000 3,534,000.00 1.000 3,534,000.00 S) 17 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.5000 177,000.00 21,327.000 53,317.50 148,918.000 372,295.00 S) 18 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 6.5000 3,510.00 348.000 2,262.00 S) 19 TEMPORARY PAVEMENT MARKER EA 4.0000 19,000.00 306.000 1,224.00 18,037.000 72,148.00 S) 20 PORTABLE CHANGEABLE MESSAGE SIGN EA 62,800.0000 879,200.00 14.000 879,200.00 S) 21 TEMPORARY RAILING (TYPE K) LF 33.0000 4,953,960.00 148,900.000 4,913,700.00 22 TEMPORARY TRAFFIC SCREEN LF 3.7500 562,950.00 112,434.000 421,627.50 PROGRAM CAS145 PAGE 2 DATE 05/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 05:21 PM ESTIMATE NO. 63 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 05/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 703.2500 171,593.00 2,524.000 1,775,003.00 24 TEMPORARY SINGLE LINE CRASH EA 14,587.0000 43,761.00 3.000 43,761.00 CUSHION/END TREATMENT 25 REMOVE WOOD PILES EA 199.0000 5,970.00 9.000 1,791.00 26 REMOVE METAL PONTOON LS 10,000.0000 10,000.00 1.000 10,000.00 27 REMOVE STEEL PIPES LF 52.0000 10,400.00 247.000 12,844.00 28 REMOVE METAL BEAM GUARD RAILING LF 105.0000 2,625.00 25.000 2,625.00 29 REMOVE PAINTED TRAFFIC STRIPE AND LF 0.7500 65,175.00 84,041.000 63,030.75 PAVEMENT MARKING 30 REMOVE THERMOPLASTIC TRAFFIC STRIPE AND LF 2.0000 75,600.00 10,377.000 20,754.00 76,608.000 153,216.00 PAVEMENT MARKING 31 REMOVE PAVEMENT MARKER EA 1.5000 10,005.00 17,502.000 26,253.00 32 REMOVE ASPHALT CONCRETE, CONCRETE, CY 26.5000 103,350.00 4,371.000 115,831.50 AND SLOPE PROTECTION MATERIAL 33 REMOVE BASE AND SURFACING CY 68.5000 58,225.00 0.000 0.00 34 RECONSTRUCT THRIE BEAM BARRIER LF 35.0000 7,000.00 0.000 0.00 S) 35 RECONSTRUCT METAL BEAM GUARD RAILING LF 20.0000 2,500.00 25.000 500.00 S) 36 RESET ROADSIDE SIGN EA 300.0000 9,000.00 0.000 0.00 37 PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.5000 14,250.00 1,140.000 14,250.00 S) 38 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 39 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 40 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 1.000 25,000.00 41 EROSION CONTROL (TYPE D) SQYD 1.0000 15,000.00 0.000 0.00 S) 42 ASPHALT CONCRETE (TYPE A) TON 90.0000 172,800.00 190.900 17,181.00 43 ROCK SLOPE PROTECTION (1 TON, METHOD A) CY 173.7500 903,500.00 6,433.300 1,117,785.88 44 ROCK SLOPE PROTECTION CY 51.0000 86,700.00 4,423.010 225,573.51 (BACKING NO. 1, METHOD B) 45 ROCK SLOPE PROTECTION FABRIC SQYD 20.0000 50,000.00 4,666.650 93,333.00 46 SURVEY MONUMENT EA 298.0000 58,110.00 158.000 47,084.00 47 METAL BEAM GUARD RAILING (WOOD POST) LF 75.0000 1,875.00 0.000 0.00 S) 48 CONCRETE BARRIER (TYPE 50) LF 75.0000 10,500.00 0.000 0.00 49 CABLE ANCHOR ASSEMBLY EA 750.0000 750.00 0.000 0.00 S) (BREAKAWAY, TYPE B) PROGRAM CAS145 PAGE 3 DATE 05/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 05:21 PM ESTIMATE NO. 63 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 05/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 TERMINAL SECTION (TYPE B) EA 250.0000 250.00 0.000 0.00 S) 51 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 60,900.00 3,154.000 2,207.80 S) 52 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 840.00 0.000 0.00 S) 53 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 48,400.00 239.000 956.00 S) 54 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 180.00 0.000 0.00 S) (BROKEN 17-7) 55 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 7,180.00 1,168.000 2,336.00 1,168.000 2,336.00 S) 56 PAVEMENT MARKER (REFLECTIVE) EA 4.0000 7,400.00 319.000 1,276.00 319.000 1,276.00 S) 57 PREFABRICATED BENCH EA 1,462.0000 1,462.00 1.000 1,462.00 58 SEISMIC MONITORING SYSTEM LS 800,000.0000 800,000.00 0.684 547,200.00 S) 59 MODIFY SEISMIC RETROFIT ELECTRICAL LS 700,000.0000 700,000.00 0.762 533,400.00 S) SYSTEM 60 LIGHTING LS 700,000.0000 700,000.00 0.062 43,400.00 0.976 683,200.00 S) 61 MODIFY ELECTRICAL SYSTEM CABLE LS 700,000.0000 700,000.00 0.410 287,000.00 0.787 550,900.00 S) 62 LIGHTING (STAGE CONSTRUCTION) LS 700,000.0000 700,000.00 0.048 33,600.00 0.970 679,000.00 S) 63 COMMUNICATION CONDUIT SYSTEM LS 700,000.0000 700,000.00 0.928 649,600.00 S) 64 ELECTRICAL SERVICE LS 700,000.0000 700,000.00 0.988 691,600.00 S) (BACK UP POWER SYSTEM) 65 MECHANICAL WORK LS 2000,000.0000 2,000,000.00 0.979 1,958,000.00 S) 66 BUILDING WORK LS 50,000.0000 50,000.00 0.050 2,500.00 1.000 50,000.00 S) 67 REMOVE UNSOUND CONCRETE AND APPLY SQFT 85.0000 541,450.00 7,516.620 638,912.70 PORTLAND CEMENT CONCRETE PATCH (4" DEPTH) (SUBSTRUCTURE) 68 BRIDGE REMOVAL (PORTION) LS 1850,833.0000 1,850,833.00 0.998 1,847,131.33 (SUBSTRUCTURE) 69 BRIDGE REMOVAL (PORTION) (FENDER) LS 600,553.0000 600,553.00 1.000 600,553.00 (SUBSTRUCTURE) 70 TEMPORARY BRACING SYSTEM LS 5540,934.0000 5,540,934.00 0.005 27,704.67 1.000 5,540,934.00 (SUBSTRUCTURE) 71 TEMPORARY FENDERING LS 542,870.0000 542,870.00 0.999 542,327.13 (SUBSTRUCTURE) 72 STRUCTURE EXCAVATION (TYPE D) CY 41.5000 1,452,500.00 35,000.000 1,452,500.00 F) (SUBSTRUCTURE) 73 PIER BACKFILL CY 166.0000 413,340.00 67.770 11,249.82 2,490.000 413,340.00 F) (SUBSTRUCTURE) 74 ARMOR ROCK CY 113.0000 708,510.00 315.690 35,672.97 6,270.000 708,510.00 F) (SUBSTRUCTURE) 75 TEST BORINGS LS 1200,000.0000 1,200,000.00 1.000 1,200,000.00 S) (SUBSTRUCTURE) PROGRAM CAS145 PAGE 4 DATE 05/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 05:21 PM ESTIMATE NO. 63 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 05/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 76 FURNISH 12" XS STEEL PIPE PILING LF 67.0000 1,488,405.00 22,215.000 1,488,405.00 (SUBSTRUCTURE) 77 DRIVE 12" XS STEEL PIPE PILE EA 2,282.0000 328,608.00 144.000 328,608.00 S) (SUBSTRUCTURE) 78 INSTALL 12" XS STEEL PILE EXTENSION EA 1,148.0000 18,368.00 16.000 18,368.00 S) (SUBSTRUCTURE) 79 INSTALL 12" XS STEEL SENSOR PILE EA 2,585.0000 2,585.00 1.000 2,585.00 S) EXTENSION (SUBSTRUCTURE) 80 FURNISH 14" STEEL PIPE PILING LF 32.0000 303,360.00 10,855.800 347,385.60 (SUBSTRUCTURE) 81 DRIVE 14" STEEL PIPE PILE EA 3,179.0000 387,838.00 122.000 387,838.00 S) (SUBSTRUCTURE) 82 FURNISH 14" STEEL PIPE PILING (FENDER) LF 47.0000 1,123,065.00 23,895.000 1,123,065.00 (SUBSTRUCTURE) 83 DRIVE 14" STEEL PIPE PILE (FENDER) EA 2,559.0000 358,260.00 140.000 358,260.00 S) (SUBSTRUCTURE) 84 FURNISH 16" STEEL PIPE PILING LF 64.0000 439,296.00 6,864.000 439,296.00 (SUBSTRUCTURE) 85 INSTALL 16" STEEL PILE EXTENSION EA 48.0000 4,608.00 96.000 4,608.00 S) (SUBSTRUCTURE) 86 150" CAST-IN-DRILLED HOLE CONCRETE LF 8,400.0000 14,347,200.00 1,527.020 12,826,968.00 S) PILING (SUBSTRUCTURE) 87 FURNISH 126" CAST-IN-STEEL SHELL LF 1,394.0000 814,096.00 583.200 812,980.80 CONCRETE PILING (SUBSTRUCTURE) 88 DRIVE 126" CAST-IN-STEEL SHELL CONCRETE EA 124,000.0000 496,000.00 4.000 496,000.00 S) PILE (SUBSTRUCTURE) 89 FURNISH 150" CAST-IN-STEEL SHELL LF 1,716.0000 1,568,424.00 1,049.000 1,800,084.00 CONCRETE PILING (SUBSTRUCTURE) 90 DRIVE 150" CAST-IN-STEEL SHELL CONCRETE EA 87,360.0000 524,160.00 7.000 611,520.00 S) PILE (SUBSTRUCTURE) 91 FURNISH 162" CAST-IN-STEEL SHELL LF 2,628.0000 1,687,176.00 626.000 1,645,128.00 CONCRETE PILING (SUBSTRUCTURE) 92 DRIVE 162" CAST-IN-STEEL SHELL CONCRETE EA 144,127.0000 576,508.00 4.000 576,508.00 S) PILE (SUBSTRUCTURE) 93 MICROPILE EA 102,200.0000 49,158,200.00 464.000 47,420,800.00 S) (SUBSTRUCTURE) 94 PRESTRESSING LS 3953,074.0000 3,953,074.00 0.985 3,893,777.89 S) (SUBSTRUCTURE) 95 STRUCTURAL CONCRETE, BRIDGE CY 463.0000 2,856,710.00 6,254.000 2,895,602.00 F) (SUBSTRUCTURE) 96 STRUCTURAL CONCRETE, FENDER CY 1,274.0000 4,216,940.00 3,310.000 4,216,940.00 F) (SUBSTRUCTURE) 97 DRILL AND BOND DOWEL LF 15.5000 209,095.00 15,400.030 238,700.47 (SUBSTRUCTURE) 98 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 30.0000 36,600.00 127.000 3,810.00 1,738.000 52,140.00 (SUBSTRUCTURE) 99 DRILL AND BOND DOWEL (FENDER) LF 44.0000 8,448.00 192.000 8,448.00 (SUBSTRUCTURE) 00 FURNISH PRECAST CONCRETE BRACKET AND EA 7,000.0000 616,000.00 88.000 616,000.00 S) WALER UNIT (SUBSTRUCTURE) 01 ERECT PRECAST CONCRETE BRACKET AND WALER EA 487.0000 42,856.00 11.000 5,357.00 88.000 42,856.00 S) UNIT (SUBSTRUCTURE) 02 FURNISH PRECAST CONCRETE SEAT EA 2,000.0000 192,000.00 96.000 192,000.00 (SUBSTRUCTURE) PROGRAM CAS145 PAGE 5 DATE 05/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 05:21 PM ESTIMATE NO. 63 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 05/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 03 ERECT PRECAST CONCRETE SEAT EA 228.0000 21,888.00 12.000 2,736.00 96.000 21,888.00 S) (SUBSTRUCTURE) 04 FURNISH PRECAST CONCRETE PILE CAP EA 198,000.0000 1,782,000.00 9.000 1,782,000.00 ASSEMBLY (TYPE A) (SUBSTRUCTURE) 05 ERECT PRECAST CONCRETE PILE CAP ASSEMBLY EA 119,530.0000 1,075,770.00 9.000 1,075,770.00 S) (TYPE A) (SUBSTRUCTURE) 06 FURNISH PRECAST CONCRETE PILE CAP EA 732,000.0000 1,464,000.00 2.000 1,464,000.00 ASSEMBLY (TYPE C) (SUBSTRUCTURE) 07 ERECT PRECAST CONCRETE PILE CAP ASSEMBLY EA 210,575.0000 421,150.00 2.000 421,150.00 S) (TYPE C) (SUBSTRUCTURE) 08 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 380,000.0000 7,980,000.00 21.000 7,980,000.00 (TYPE A) (SUBSTRUCTURE) 09 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 445,658.0000 9,358,818.00 21.000 9,358,818.00 S) (TYPE A) (SUBSTRUCTURE) 10 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 230,000.0000 920,000.00 4.000 920,000.00 (TYPE B) (SUBSTRUCTURE) 11 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 221,851.0000 887,404.00 4.000 887,404.00 S) (TYPE B) (SUBSTRUCTURE) 12 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 400,000.0000 1,600,000.00 4.000 1,600,000.00 (TYPE C) (SUBSTRUCTURE) 13 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 328,992.0000 1,315,968.00 4.000 1,315,968.00 S) (TYPE C) (SUBSTRUCTURE) 14 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 395,000.0000 1,185,000.00 3.000 1,185,000.00 (TYPE D) (SUBSTRUCTURE) 15 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 296,547.0000 889,641.00 3.000 889,641.00 S) (TYPE D) (SUBSTRUCTURE) 16 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 415,000.0000 830,000.00 2.000 830,000.00 (TYPE E) (SUBSTRUCTURE) 17 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 296,935.0000 593,870.00 2.000 593,870.00 S) (TYPE E) (SUBSTRUCTURE) 18 CORE CONCRETE (3") LF 23.0000 3,562,700.00 155.500 3,576.50 151,750.780 3,490,267.94 S) (SUBSTRUCTURE) 19 CORE CONCRETE (4") LF 23.0000 307,510.00 12,147.080 279,382.84 S) (SUBSTRUCTURE) 20 CORE CONCRETE (14") LF 410.0000 2,537,080.00 6,137.200 2,516,252.00 S) (SUBSTRUCTURE) 21 CORE CONCRETE (2 1/2") LF 20.7500 273,485.00 12,959.840 268,916.68 S) (SUBSTRUCTURE) 22 CORE CONCRETE (1 1/2", FENDER) LF 17.5000 8,960.00 512.000 8,960.00 S) (SUBSTRUCTURE) 23 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 810,000.00 825,008.000 742,507.20 SF)(SUBSTRUCTURE) 24 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,731,600.00 1,346,689.000 1,750,695.70 SF)(SUBSTRUCTURE) 25 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,076,400.00 828,000.000 1,076,400.00 SF)(FENDER)(SUBSTRUCTURE) 26 STEEL CASING LB 3.2200 11,971,960.00 3,718,121.000 11,972,349.62 SF)(SUBSTRUCTURE) 27 COLUMN RESTRAINER BRACKET EA 39,700.0000 2,382,000.00 60.000 2,382,000.00 S) (SUBSTRUCTURE) 28 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4400 29,664,000.00 15,874.900 22,859.86 20,645,350.000 29,729,304.00 F) (SUBSTRUCTURE) 29 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.4100 8,446,000.00 564,308.550 231,366.51 20,645,350.000 8,464,593.50 SF)(SUBSTRUCTURE) PROGRAM CAS145 PAGE 6 DATE 05/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 05:21 PM ESTIMATE NO. 63 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 05/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 30 RIVET REMOVAL AND HOLE REAMING EA 12.0000 743,760.00 1,540.000 18,480.00 49,335.000 592,020.00 S) (SUBSTRUCTURE) 31 RRP AND CP LUMBER MFBM 6,395.0000 1,144,705.00 20.000 127,900.00 179.000 1,144,705.00 SF)(SUBSTRUCTURE) 32 CLEAN AND PAINT STRUCTURAL STEEL LS 1760,000.0000 1,760,000.00 0.094 165,440.00 0.846 1,488,960.00 S) (SUBSTRUCTURE) 33 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 69.0000 1,149,540.00 96.000 6,624.00 16,756.000 1,156,164.00 SF)(SUBSTRUCTURE) 34 WORK AREA MONITORING LS 100,000.0000 100,000.00 1.000 100,000.00 S) (SUBSTRUCTURE) 35 MISCELLANEOUS METAL (BRIDGE) LB 4.6100 1,991,520.00 83,184.000 383,478.24 361,677.000 1,667,330.97 SF)(SUBSTRUCTURE) 36 MISCELLANEOUS METAL (BRIDGE)(FENDER) LB 4.0000 762,800.00 2,874.600 11,498.40 184,039.100 736,156.40 SF)(SUBSTRUCTURE) 37 BRIDGE REMOVAL (PORTION), LOCATION A LS 316,536.0000 316,536.00 1.000 316,536.00 (SUPERSTRUCTURE) 38 BRIDGE REMOVAL (PORTION), LOCATION B LS 121,137.0000 121,137.00 1.000 121,137.00 (SUPERSTRUCTURE) 39 BRIDGE REMOVAL (PORTION), LOCATION C LS 771,564.0000 771,564.00 1.000 771,564.00 (SUPERSTRUCTURE) 40 BRIDGE REMOVAL (PORTION), LOCATION D LS 1651,974.0000 1,651,974.00 0.999 1,650,322.03 (SUPERSTRUCTURE) 41 BRIDGE REMOVAL (PORTION), LOCATION E LS 216,855.0000 216,855.00 1.000 216,855.00 (SUPERSTRUCTURE) 42 RECONSTRUCT STEEL BRIDGE RAILING LF 95.0000 25,555.00 65.100 6,184.50 240.100 22,809.50 (SUPERSTRUCTURE) 43 TEMPORARY STRUCTURE LS 46,400.0000 46,400.00 1.000 46,400.00 (SUPERSTRUCTURE) 44 TEMPORARY SUPPORT, LOCATION A LS 188,435.0000 188,435.00 1.000 188,435.00 (SUPERSTRUCTURE) 45 TEMPORARY SUPPORT, LOCATION B LS 1121,958.0000 1,121,958.00 1.000 1,121,958.00 (SUPERSTRUCTURE) 46 TEMPORARY SUPPORT, LOCATION C LS 1615,470.0000 1,615,470.00 0.059 95,312.73 1.000 1,615,470.00 (SUPERSTRUCTURE) 47 TEMPORARY SUPPORT, LOCATION D LS 142,581.0000 142,581.00 0.997 142,153.26 (SUPERSTRUCTURE) 48 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 49 STRUCTURE EXCAVATION (TYPE AH) CY 777.0000 1,119,657.00 1,441.000 1,119,657.00 F) (SUPERSTRUCTURE) 50 STRUCTURE EXCAVATION (TYPE DH) CY 872.0000 896,416.00 1,028.000 896,416.00 F) (SUPERSTRUCTURE) 51 STRUCTURE BACKFILL (BRIDGE) CY 109.0000 131,890.00 55.000 5,995.00 1,210.000 131,890.00 F) (SUPERSTRUCTURE) 52 66" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,046.0000 14,044,642.00 13,565.460 14,189,471.16 S) (SUPERSTRUCTURE) 53 MICROPILE EA 22,604.0000 6,374,328.00 282.000 6,374,328.00 S) (SUPERSTRUCTURE) 54 TEST BORINGS LS 294,630.0000 294,630.00 1.000 294,630.00 S) (SUPERSTRUCTURE) 55 PRESTRESSING CAST-IN-PLACE CONCRETE LS 499,309.0000 499,309.00 1.000 499,309.00 S) (SUPERSTRUCTURE) 56 PRESTRESSING VISCOUS DAMPING DEVICE LS 34,321.0000 34,321.00 1.000 34,321.00 S) BRACKETS (SUPERSTRUCTURE) PROGRAM CAS145 PAGE 7 DATE 05/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 05:21 PM ESTIMATE NO. 63 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 05/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 57 SEAL COURSE CONCRETE CY 727.0000 266,082.00 399.200 290,218.40 (SUPERSTRUCTURE) 58 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 341.0000 982,080.00 2,888.000 984,808.00 F) (SUPERSTRUCTURE) 59 STRUCTURAL CONCRETE, BRIDGE CY 306.0000 1,836,000.00 5,999.750 1,835,923.50 F) (SUPERSTRUCTURE) 60 STRUCTURAL CONCRETE, APPROACH SLAB CY 256.0000 20,480.00 80.000 20,480.00 F) (TYPE R) (SUPERSTRUCTURE) 61 DRILL AND BOND DOWEL LF 16.0000 368,000.00 23,834.420 381,350.72 (SUPERSTRUCTURE) 62 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 28.0000 50,400.00 1,653.000 46,284.00 (SUPERSTRUCTURE) 63 FURNISH PRECAST PRESTRESSED CONCRETE EA 130,000.0000 8,320,000.00 64.000 8,320,000.00 GIRDER (90'-100') (SUPERSTRUCTURE) 64 FURNISH PRECAST CONCRETE DECK SQFT 75.0000 270,150.00 3,681.000 276,075.00 (SUPERSTRUCTURE) 65 FURNISH PRECAST CONCRETE PANEL EA 7,800.0000 3,619,200.00 464.000 3,619,200.00 (SUPERSTRUCTURE) 66 FURNISH PRECAST BENT CAP SHELL EA 23,500.0000 1,551,000.00 66.000 1,551,000.00 (SUPERSTRUCTURE) 67 ERECT PRECAST PRESTRESSED CONCRETE EA 24,116.0000 1,543,424.00 64.000 1,543,424.00 S) GIRDER (SUPERSTRUCTURE) 68 ERECT PRECAST CONCRETE DECK EA 12,913.0000 51,652.00 4.000 51,652.00 S) (SUPERSTRUCTURE) 69 ERECT PRECAST CONCRETE PANEL EA 9,861.0000 4,575,504.00 464.000 4,575,504.00 S) (SUPERSTRUCTURE) 70 ERECT PRECAST BENT CAP SHELL EA 5,753.0000 379,698.00 66.000 379,698.00 S) (SUPERSTRUCTURE) 71 CORE CONCRETE (2") LF 18.0000 29,160.00 1,751.000 31,518.00 S) (SUPERSTRUCTURE) 72 CORE CONCRETE (5") LF 75.0000 20,250.00 279.500 20,962.50 S) (SUPERSTRUCTURE) 73 CORE AND PRESSURE GROUT CONCRETE LF 32.5000 54,600.00 1,680.000 54,600.00 S) (1 1/2") (SUPERSTRUCTURE) 74 CORE AND PRESSURE GROUT CONCRETE (2") LF 33.0000 350,790.00 10,611.000 350,163.00 S) (SUPERSTRUCTURE) 75 CORE AND PRESSURE GROUT CONCRETE (3") LF 46.0000 43,240.00 966.000 44,436.00 S) (SUPERSTRUCTURE) 76 CORE AND PRESSURE GROUT CONCRETE (4") LF 48.0000 14,880.00 278.590 13,372.32 S) (SUPERSTRUCTURE) 77 SEISMIC ISOLATION BEARING EA 23,000.0000 368,000.00 16.000 368,000.00 S) (SUPERSTRUCTURE) 78 JOINT SEAL (MR 1/2") LF 14.0000 2,380.00 131.500 1,841.00 131.500 1,841.00 S) (SUPERSTRUCTURE) 79 JOINT SEAL (TYPE B-MR 2") LF 107.0000 18,190.00 74.000 7,918.00 158.000 16,906.00 S) (SUPERSTRUCTURE) 80 JOINT SEAL ASSEMBLY (MR 4") LF 225.0000 117,000.00 577.000 129,825.00 S) (SUPERSTRUCTURE) 81 EXPANSION JOINT ASSEMBLY LF 5,588.0000 2,011,680.00 324.000 1,810,512.00 S) (SUPERSTRUCTURE) 82 SEISMIC ISOLATION JOINT ASSEMBLY LF 4,948.0000 712,512.00 129.600 641,260.80 SF)(SUPERSTRUCTURE) 83 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 2,720,700.00 3,068,512.000 2,761,660.80 SF)(SUPERSTRUCTURE) PROGRAM CAS145 PAGE 8 DATE 05/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 05:21 PM ESTIMATE NO. 63 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 05/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 84 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 4,542,200.00 3,552,452.000 4,618,187.60 SF)(BRIDGE) (SUPERSTRUCTURE) 85 ASPHALT MEMBRANE WATERPROOFING SQFT 5.0000 8,000.00 1,600.000 8,000.00 SF)(SUPERSTRUCTURE) 86 COLUMN CASING LB 4.3100 3,379,040.00 24,558.300 105,846.27 762,878.860 3,288,007.89 SF)(SUPERSTRUCTURE) 87 SHAFT CASING LB 2.1100 374,314.00 177,400.000 374,314.00 SF)(SUPERSTRUCTURE) 88 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4200 14,826,504.00 10,715,005.500 15,215,307.81 F) (SUPERSTRUCTURE) 89 ERECT STRUCTURAL STEEL (BRIDGE) LB 1.7800 18,585,336.00 10,577,168.270 18,827,359.52 SF)(SUPERSTRUCTURE) 90 RIVET REMOVAL AND HOLE REAMING EA 18.0400 4,427,016.00 426.000 7,685.04 236,245.000 4,261,859.80 S) (SUPERSTRUCTURE) 91 TRAVELING MAINTENANCE SCAFFOLD EA 111,369.0000 779,583.00 4.000 445,476.00 (SUPERSTRUCTURE) 92 FURNISH STRUCTURAL STEEL (RAIL LOWERING) LB 1.7000 36,414.00 29,063.000 49,407.10 F) (SUPERSTRUCTURE) 93 ERECT STRUCTURAL STEEL (RAIL LOWERING) LB 7.7100 165,148.20 29,063.000 224,075.73 SF)(SUPERSTRUCTURE) 94 REMOVE EXISTING TRUSS SHOE PIN EA 14,600.0000 1,781,200.00 4.000 58,400.00 122.000 1,781,200.00 (SUPERSTRUCTURE) 95 INSTALL STUD CONNECTORS EA 185.0000 232,360.00 1,256.000 232,360.00 SF)(SUPERSTRUCTURE) 96 VISCOUS DAMPING DEVICE (225 KIPS) EA 35,135.0000 702,700.00 0.400 14,054.00 12.000 421,620.00 S) (SUPERSTRUCTURE) 97 VISCOUS DAMPING DEVICE (PIER 19) EA 110,878.0000 887,024.00 8.000 887,024.00 S) (SUPERSTRUCTURE) 98 CLEAN AND PAINT STRUCTURAL STEEL LS 1900,000.0000 1,900,000.00 1.000 1,900,000.00 S) (SUPERSTRUCTURE) 99 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 62.0000 17,521,200.00 95.500 5,921.00 266,574.539 16,527,621.42 SF)(SUPERSTRUCTURE) 00 WORK AREA MONITORING LS 100,000.0000 100,000.00 1.000 100,000.00 (SUPERSTRUCTURE) 01 MISCELLANEOUS METAL LB 2.6200 1,207,034.00 447,327.500 1,171,998.05 SF)(RESTRAINER-CABLE TYPE) (SUPERSTRUCTURE) 02 MISCELLANEOUS METAL LB 4.3900 474,120.00 108,085.000 474,493.15 SF)(RESTRAINER - ROD TYPE) (SUPERSTRUCTURE) 03 MISCELLANEOUS METAL (BRIDGE) LB 1.6600 903,040.00 41,572.500 69,010.35 550,245.000 913,406.70 SF)(SUPERSTRUCTURE) 04 CONCRETE BARRIER (TYPE 27 MODIFIED) LF 54.0000 699,732.00 180.130 9,727.02 12,958.000 699,732.00 F) (SUPERSTRUCTURE) 05 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 06 STRUCTURE EXCAVATION (TYPE ANH) CY 309.0000 1,404,096.00 4,577.200 1,414,354.80 F) (SUPERSTRUCTURE) 07 STRUCTURE EXCAVATION (TYPE DNH) CY 360.0000 441,720.00 1,227.000 441,720.00 F) (SUPERSTRUCTURE) PROGRAM CAS145 PAGE 9 DATE 05/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 05:21 PM ESTIMATE NO. 63 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 05/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,341,056.38 445,686,212.13 ADJUSTMENT OF COMPENSATION 62,465,208.50 141,726,006.24 EXTRA WORK 615,245.33 88,062,857.13 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 65,421,510.21 675,475,075.50 08 MOBILIZATION LS 4487,318.0000 44,487,318.00 1.000 44,487,318.00 ORIGINAL CONTRACT AMOUNT 484,403,479.20 TOTAL WORK COMPLETED 65,421,510.21 719,962,393.50 MATERIALS ON HAND ON SITE 5,280,463.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -594,906.60 TOTAL 65,421,510.21 724,647,949.90 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 10/13/00 1450 11/13/00 11/13/00 08/15/05 1662 17 212 0 98% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU W H Y ... W H Y ... W H INYANG USEN RESIDENT ENGINEER PROGRAM CAS145 PAGE 14 DATE 05/20/05