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 07/24/06 EST. NO.24 TIME 01:53 PM R.E. NAME: HSU, PAUL 11-080914 --------------------------------------------------------------------------- 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 0324 323.60 E.W. @ F.A.(+) 041306 N 962 0 0327 358.67 033106 Y 0944.0 0358 522.92 050806 Y 1014.0 0359 332.89 050806 Y 1016.0 0362 82.29 050806 Y 1020.0 0365 765.80 050906 Y 1024.0 0368 851.86 051606 Y 1027.0 0370 1,862.99 051206 Y 1030.0 0372 250.92 051506 Y 1039.0 0373 654.29 051606 Y 1040.0 0374 125.46 051606 Y 1041.0 0375 144.49 051606 Y 1042.0 0376 125.46 051706 Y 1043.0 0378 134.97 051706 Y 1045.0 0379 125.46 051906 Y 1046.0 0380 125.46 051906 Y 1047.0 0381 125.46 051806 Y 1048.0 0382 144.86 052206 Y 1049.0 0383 125.46 052406 Y 1054.0 0384 207.43 052506 Y 1056.0 0386 222.37 052506 Y 1058.0 0387 207.43 052606 Y 1061.0 0389 119.50 053006 Y 1064.0 0390 125.46 053006 Y 1066.0 0394 57.97 053106 Y 1073.0 0396 125.46 060106 Y 1081.0 0397 125.46 060106 Y 1083.0 0399 125.46 060506 Y 1091.0 0400 174.01 060606 Y 1092.0 0401 507.71 060706 Y 1093.0 0404 125.46 060706 Y 1109.0 0405 119.50 060806 Y 1110.0 0407 125.46 060806 Y 1112.0 0408 144.49 060906 Y 1113.0 0414 144.49 061306 Y 1125.0 0417 125.46 061406 Y 1129.0 0418 602.63 061506 Y 1130.0 0421 144.49 062006 Y 1145.0 0422 420.43 062106 Y 1146.0 0423 291.25 062206 Y 1147.0 0424 104.87 062106 Y 1149.0 0425 144.49 062106 Y 1150.0 0426 125.46 062206 Y 1151.0 0427 115.24 062206 Y 1152.0 0428 210.22 062306 Y 1153.0 0429 125.46 062306 Y 1155.0 0430 194.17 062606 Y 1156.0 0431 125.46 062706 Y 1159.0 0432 115.94 062606 Y 1160.0 002 0102 1,010.75 E.W. @ F.A.(+) 033005 N 1135.0 004 0090 168.89 E.W. @ F.A.(+) 032706 Y 0909.0 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 07/24/06 EST. NO.24 TIME 01:53 PM R.E. NAME: HSU, PAUL 11-080914 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0098 328.85 052306 Y 1051.0 010 0005 1,883.08 E.W. @ F.A.(+) 012505 Y 0995.0 026 0001 10,799.86 E.W. @ L.S.(+) 071206 N 1165.0 031 0001 3,912.51 E.W. @ F.A.(+) 011906 Y 0629.0 0003 3,008.97 012506 Y 0644.0 0004 2,377.09 012406 Y 0645.0 0005 2,971.24 012306 Y 0646.0 0006 1,441.35 012006 Y 0647.0 0007 2,156.21 012606 Y 0648.0 0008 2,989.50 012706 Y 0649.0 0009 2,377.09 013006 Y 0650.0 0010 2,903.19 013106 Y 0653.0 0011 2,903.19 020106 Y 0657.0 0012 2,137.36 020206 Y 0661.0 0013 1,503.92 020306 Y 0669.0 0014 1,757.60 021706 Y 0723.0 0015 1,713.72 022106 Y 0758.0 0016 1,587.80 022206 Y 0760.0 0017 1,997.51 022306 Y 0761.0 0018 1,926.82 011706 Y 0948.0 041 0119 66.92 E.W. @ F.A.(+) 050506 Y 1010.0 0123 75.06 060906 Y 1117.0 0125 75.06 061406 Y 1128.0 0126 112.59 061606 Y 1131.0 0127 75.06 061906 Y 1143.0 0128 75.06 062306 Y 1148.0 068 0001 13,563.13 A.C. @ L.S.(+) 041306 N 936.00 081 0001 2,000.00 E.W. @ L.S.(+) 071206 N 1169.0 082 0001 402.75 E.W. @ F.A.(+) 030606 Y 0815.0 0002 779.71 030906 Y 0816.0 088 0008 1,893.02 E.W. @ F.A.(+) 060206 Y 1116.0 0009 115.24 061606 Y 1141.0 85,776.64 TOTAL THIS ESTIMATE 1,110,223.74 TOTAL PREVIOUS ESTIMATE 1,196,000.38 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 07/24/06 EST. NO.24 TIME 01:53 PM R.E. NAME: HSU, PAUL 11-080914 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CIDH PILE ANOMALIES -1,600.00 11 CONC OUT-OF-SPEC -1,103.10 11 OUT-OF-SPEC STR. CON -1,371.60 19 OUT-OF-SPEC CL 2 AGG -5,851.68 20 0.00 -9,926.38 LABOR COMPLIANCE VIOLATION O/S PRS SEPT -10,000.00 02 O/S PRS OCT -10,000.00 03 O/S PRS NOV -10,000.00 04 O/S PRS DEC -10,000.00 05 PRS RECD SEPT 10,000.00 05 O/S PRS JAN -10,000.00 07 PRS RECD OCT 10,000.00 07 O/S PRS FEB -10,000.00 08 O/S PRS MARCH -10,000.00 09 PRS RECD DEC 10,000.00 09 PRS RECD JAN 10,000.00 09 O/S PRS APRIL -10,000.00 10 O/S PRS MAY -10,000.00 11 O/S PRS JUNE -10,000.00 12 O/S PRS JULY -10,000.00 13 PRS RECD NOV 10,000.00 13 PRS RECD FEB 10,000.00 13 O/S PRS AUG -10,000.00 14 O/S PRS SEPT -10,000.00 15 PRS RECD MARCH 05 10,000.00 15 PRS RECD APRIL 05 10,000.00 15 PRS RECD MAY 05 10,000.00 15 PRS RECD AUG 05 10,000.00 15 O/S PRS OCT -10,000.00 16 O/S PRS NOV 05 -10,000.00 17 O/S PRS DEC 05 -10,000.00 18 PRS RECD JUNE 05 10,000.00 18 PRS RECD SEPT 05 10,000.00 18 O/S PRS JAN -10,000.00 19 O/S PRS FEB 06 -10,000.00 20 PRS RECD JULY 05 10,000.00 20 O/S PRS MARCH 06 -10,000.00 21 PRS RECD JAN 06 10,000.00 21 PRS RECD FEB 06 10,000.00 21 O/S PRS APRIL -10,000.00 22 O/S PRS MAY 06 -10,000.00 23 PRS RECD NOV 05 10,000.00 23 PRS RECD DEC 05 10,000.00 23 O/S PRS JUNE -10,000.00 24 -10,000.00 -50,000.00 TOTAL DEDUCTIONS -10,000.00 -59,926.38 PROGRAM CAS145 PAGE 1 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080914 TIME 01:53 PM ESTIMATE NO. 24 BID OPENING 06/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 07/24/06 LOCATION PROGRESS ESTIMATE 11-SD-15-M22.0/M24.1 ----------------- FCI/BBCI, JV IN SAN DIEGO COUNTY IN SAN DIEGO ATTENTION RICK FINKEN FROM CAMINO DEL NORTE UNDERCROSSING 2585 BUSINESS PARK TO 0.5 KM NORTH OF RANCHO BERNARDO VISTA, CA 92081 ROAD UNDERCROSSING FED. AID NO. ACIM-015 -4(192)21N,CMST-6211(34) ,PL-6211(34) CONSTRUCT MANAGED LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 25,000.0000 25,000.00 0.500 12,500.00 02 TIME-RELATED OVERHEAD WDAY 5,900.0000 4,366,000.00 21.000 123,900.00 400.000 2,360,000.00 03 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.750 750.00 S) PREVENTION PLAN 04 TEMPORARY EROSION CONTROL (TYPE 1) M2 0.5000 59,500.00 39,074.000 19,537.00 S) 05 TEMPORARY EROSION CONTROL (TYPE 2) M2 1.0000 9,660.00 432.000 432.00 S) 06 MOVE-IN/MOVE-OUT EA 500.0000 5,000.00 7.000 3,500.00 S) (TEMPORARY EROSION CONTROL) 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,700.0000 64,600.00 3.000 5,100.00 19.000 32,300.00 S) 08 TEMPORARY CONSTRUCTION ENTRANCE (TYPE 2) EA 6,900.0000 96,600.00 7.000 48,300.00 S) 09 SWEEPER EA 150,000.0000 150,000.00 0.717 107,550.00 S) 10 TEMPORARY GRAVEL BAG EA 10.0000 27,400.00 3,156.000 31,560.00 S) 11 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.012 300.00 0.616 15,400.00 S) 12 TRAFFIC CONTROL SYSTEM LS 550,000.0000 550,000.00 0.028 15,400.00 0.539 296,450.00 S) 13 ITEM DELETED PER ADDENDUM LS 1,000.0000 1,000.00 0.000 0.00 14 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.0000 169,040.00 0.000 0.00 S) 15 TEMPORARY PAVEMENT MARKING (TAPE) M2 15.0000 1,950.00 39.180 587.70 192.860 2,892.90 S) 16 TEMPORARY TRAFFIC STRIPE (PAINT) M 2.0000 2,220.00 1,563.000 3,126.00 93,026.360 186,052.72 S) 17 TEMPORARY PAVEMENT MARKER EA 3.5000 35,350.00 271.000 948.50 18,534.000 64,869.00 S) 18 TEMPORARY DELINEATOR (CLASS 1) EA 40.0000 4,000.00 0.000 0.00 S) 19 PORTABLE CHANGEABLE MESSAGE SIGN EA 7,500.0000 75,000.00 5.501 41,257.50 S) 20 TEMPORARY RAILING (TYPE K) M 25.0000 807,500.00 722.000 18,050.00 22,013.742 550,343.55 S) 21 TEMPORARY RAILING (TYPE K) M 250.0000 7,500.00 0.000 0.00 S) STAKED 22 TRAFFIC PLASTIC DRUMS EA 50.0000 35,500.00 41.000 2,050.00 274.000 13,700.00 S) PROGRAM CAS145 PAGE 2 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080914 TIME 01:53 PM ESTIMATE NO. 24 BID OPENING 06/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 07/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 180.0000 99,000.00 53.000 9,540.00 479.000 86,220.00 S) 24 TEMPORARY CRASH CUSHION EA 6,000.0000 54,000.00 4.000 24,000.00 S) (TYPE ADIEM) 25 ABANDON IRRIGATION CROSS OVER EA 220.0000 6,600.00 14.000 3,080.00 26 REMOVE CHAIN LINK FENCE M 20.0000 2,000.00 371.000 7,420.00 27 REMOVE METAL BEAM GUARD RAILING M 15.0000 16,350.00 776.440 11,646.60 28 REMOVE THRIE BEAM BARRIER M 22.0000 112,860.00 4,155.740 91,426.28 S) 29 REMOVE TRAFFIC STRIPE M 1.0000 37,000.00 33.000 33.00 44,545.300 44,545.30 S) 30 REMOVE PAVEMENT MARKING M2 30.0000 1,800.00 75.710 2,271.30 S) 31 REMOVE TRAFFIC STRIPE (YELLOW) M 10.0000 6,400.00 0.000 0.00 S) 32 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 33 REMOVE ROADSIDE SIGN EA 150.0000 1,500.00 25.000 3,750.00 34 REMOVE SIGN STRUCTURE EA 6,500.0000 32,500.00 10.000 65,000.00 35 REMOVE CULVERT M 45.0000 12,150.00 612.060 27,542.70 36 REMOVE INLET EA 500.0000 4,500.00 20.000 10,000.00 37 REMOVE DOWNDRAIN EA 500.0000 500.00 8.000 4,000.00 38 REMOVE SLOPE PAVING M3 75.0000 11,250.00 50.000 3,750.00 39 REMOVE ASPHALT CONCRETE SURFACING M2 4.0000 11,200.00 700.000 2,800.00 40 SALVAGE METAL BEAM GUARD RAILING M 30.0000 3,000.00 0.000 0.00 41 RECONSTRUCT METAL BEAM GUARD RAILING M 135.0000 59,400.00 0.000 0.00 42 RESET ROADSIDE SIGN EA 350.0000 10,500.00 2.000 700.00 18.000 6,300.00 43 RELOCATE ROADSIDE SIGN EA 350.0000 1,750.00 5.000 1,750.00 13.000 4,550.00 44 RELOCATE SIGN STRUCTURE EA 9,000.0000 27,000.00 0.000 0.00 45 MODIFY INLET EA 1,700.0000 11,900.00 0.000 0.00 46 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 10.0000 10,000.00 0.000 0.00 S) (60 MM MAXIMUM) 47 REMOVE CONCRETE CURB M 20.0000 6,000.00 0.000 0.00 48 REMOVE CONCRETE BARRIER M 1.0000 1,000.00 0.000 0.00 49 PREPARE CONCRETE BRIDGE DECK SURFACE M2 11.0000 49,390.00 2,129.000 23,419.00 PROGRAM CAS145 PAGE 3 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080914 TIME 01:53 PM ESTIMATE NO. 24 BID OPENING 06/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 07/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE BARRIER (TYPE K) M 10.0000 30,000.00 0.000 0.00 51 CLEAN BRIDGE DECK M2 6.0000 7,260.00 1,000.000 6,000.00 52 CAP INLET EA 900.0000 9,900.00 5.000 4,500.00 53 CAP RISER EA 900.0000 11,700.00 0.000 0.00 54 REMOVE METAL RAILING M 30.0000 3,000.00 0.000 0.00 55 BRIDGE REMOVAL, LOCATION A LS 250,000.0000 250,000.00 0.050 12,500.00 56 BRIDGE REMOVAL (PORTION), LOCATION B LS 150,000.0000 150,000.00 1.000 150,000.00 57 BRIDGE REMOVAL (PORTION), LOCATION C LS 65,000.0000 65,000.00 1.000 65,000.00 58 CLEARING AND GRUBBING LS 225,000.0000 225,000.00 1.000 225,000.00 59 DEVELOP WATER SUPPLY LS 50,000.0000 50,000.00 0.500 25,000.00 60 ROADWAY EXCAVATION M3 14.0000 5,320,000.00 4,877.400 68,283.60 322,896.040 4,520,544.56 61 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.750 3,750.00 62 STRUCTURE EXCAVATION (BRIDGE) M3 75.0000 443,025.00 508.000 38,100.00 3,148.000 236,100.00 F) 63 STRUCTURE EXCAVATION (TYPE D) M3 115.0000 382,375.00 1,463.000 168,245.00 F) 64 STRUCTURE EXCAVATION (RETAINING WALL) M3 38.0000 406,220.00 388.700 14,770.60 10,207.200 387,873.60 F) 65 STRUCTURE BACKFILL (BRIDGE) M3 40.0000 328,600.00 425.000 17,000.00 2,541.000 101,640.00 F) 66 STRUCTURE BACKFILL (RETAINING WALL) M3 20.0000 277,780.00 590.000 11,800.00 9,300.810 186,016.20 F) 67 PERVIOUS BACKFILL MATERIAL (RETAINING M3 100.0000 78,400.00 65.000 6,500.00 517.400 51,740.00 F) WALL) 68 SAND BACKFILL M3 85.0000 8,500.00 0.000 0.00 69 LEAN CONCRETE BACKFILL M3 38.0000 14,060.00 135.000 5,130.00 173.000 6,574.00 F) 70 DITCH EXCAVATION M3 200.0000 12,000.00 71.000 14,200.00 244.970 48,994.00 71 EARTH RETAINING STRUCTURE, LOCATION 1 M2 500.0000 87,000.00 0.000 0.00 F) 72 EARTH RETAINING STRUCTURE, LOCATION 2 M2 500.0000 31,000.00 0.000 0.00 F) 73 EARTH RETAINING STRUCTURE, LOCATION 3 M2 400.0000 112,000.00 0.000 0.00 F) 74 EARTH RETAINING STRUCTURE, LOCATION 4 M2 410.0000 118,080.00 0.000 0.00 F) 75 EARTH RETAINING STRUCTURE, M2 500.0000 237,500.00 47.000 23,500.00 427.000 213,500.00 F) LOCATION 5 76 EARTH RETAINING STRUCTURE, M2 400.0000 52,800.00 19.000 7,600.00 119.000 47,600.00 F) LOCATION 6 PROGRAM CAS145 PAGE 4 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080914 TIME 01:53 PM ESTIMATE NO. 24 BID OPENING 06/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 07/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 EARTH RETAINING STRUCTURE, M2 510.0000 561,000.00 477.000 243,270.00 809.000 412,590.00 F) LOCATION 7 78 EARTH RETAINING STRUCTURE, M2 400.0000 43,200.00 96.000 38,400.00 96.000 38,400.00 F) LOCATION 8 79 HIGHWAY PLANTING LS 90,000.0000 90,000.00 0.000 0.00 S) 80 IMPORTED TOPSOIL M3 26.0000 133,900.00 1,650.000 42,900.00 S) 81 ROCK MULCH M2 52.0000 29,640.00 0.000 0.00 S) 82 DECOMPOSED GRANITE M3 615.0000 30,750.00 0.000 0.00 S) 83 STRAW (EROSION CONTROL) TONN 500.0000 15,000.00 0.000 0.00 S) 84 FIBER (EROSION CONTROL) KG 1.0000 26,800.00 6,012.000 6,012.00 S) 85 FIBER ROLLS M 9.0000 170,100.00 26,949.380 242,544.42 S) 86 COMPOST (EROSION CONTROL) KG 1.0000 23,800.00 4,342.000 4,342.00 S) 87 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 3,750.00 3.000 2,250.00 S) 88 PURE LIVE SEED TYPE 1 KG 45.0000 6,750.00 15.000 675.00 S) (EROSION CONTROL) 89 PURE LIVE SEED TYPE 2 KG 75.0000 26,250.00 73.000 5,475.00 S) (EROSION CONTROL) 90 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 760.00 70.000 140.00 S) 91 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 5,200.00 483.000 966.00 S) 92 TRANSPLANT TREE EA 8,800.0000 17,600.00 2.000 17,600.00 S) 93 MAINTAIN EXISTING PLANTS LS 26,400.0000 26,400.00 0.540 14,256.00 S) 94 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 0.000 0.00 S) 95 IRRIGATION SYSTEM LS 105,000.0000 105,000.00 0.372 39,060.00 S) 96 NPS 3 SUPPLY LINE (BRIDGE) M 200.0000 78,000.00 72.000 14,400.00 172.000 34,400.00 97 200 MM CORRUGATED HIGH DENSITY M 90.0000 22,500.00 9.200 828.00 121.120 10,900.80 S) POLYETHYLENE PIPE CONDUIT 98 250 MM CORRUGATED HIGH DENSITY M 110.0000 15,400.00 16.100 1,771.00 65.300 7,183.00 S) POLYETHYLENE PIPE CONDUIT 99 20 MM WELDED STEEL PIPE CONDUIT M 350.0000 3,500.00 0.000 0.00 S) 00 200 MM WELDED STEEL PIPE CONDUIT M 260.0000 26,000.00 0.000 0.00 S) (6.35 MM THICK) 01 250 MM WELDED STEEL PIPE CONDUIT M 270.0000 40,500.00 31.000 8,370.00 S) (6.35 MM THICK) 02 EXTEND 250 MM CONDUIT M 1,000.0000 7,000.00 0.000 0.00 S) 03 CLASS 2 AGGREGATE BASE M3 26.0000 1,671,800.00 3,079.620 80,070.12 30,313.510 788,151.26 PROGRAM CAS145 PAGE 5 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080914 TIME 01:53 PM ESTIMATE NO. 24 BID OPENING 06/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 07/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 500.0000 6,500.00 2.020 1,010.00 05 ASPHALT CONCRETE (TYPE A) TONN 53.0000 1,462,800.00 13,865.590 734,876.27 06 ASPHALT CONCRETE BASE (TYPE A) TONN 51.0000 2,325,600.00 12,586.830 641,928.33 07 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 2,000.00 0.000 0.00 AREA) 08 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.0000 1,080.00 696.000 2,088.00 09 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.0000 270.00 257.800 773.40 10 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 3.0000 10,500.00 139.700 419.10 11 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.0000 24,900.00 1,320.100 3,960.30 12 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.0000 1,050.00 901.600 2,704.80 13 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 14 CONCRETE PAVEMENT RAPID STRENGTH M3 500.0000 200,000.00 0.000 0.00 CONCRETE 15 SEAL PAVEMENT JOINT M 3.5000 283,850.00 3,877.400 13,570.90 16,957.100 59,349.85 S) 16 SEAL LONGITUDINAL ISOLATION JOINT M 13.5000 128,250.00 511.200 6,901.20 3,648.200 49,250.70 S) 17 FURNISH STEEL PILING (HP 360 X 174) M 30.0000 7,950.00 124.920 3,747.60 18 DRIVE STEEL PILE (HP 360 X 174) EA 2,000.0000 36,000.00 9.000 18,000.00 S) 19 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,000.0000 34,000.00 38.400 38,400.00 S) PILING 20 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 160.0000 486,400.00 134.100 21,456.00 1,863.164 298,106.24 S) PILING 21 FURNISH PILING (CLASS 900) M 190.0000 361,760.00 603.910 114,742.90 1,018.210 193,459.90 (ALTERNATIVE W) 22 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 2,700.0000 459,000.00 54.000 145,800.00 87.000 234,900.00 S) 23 PRESTRESSING CAST-IN-PLACE CONCRETE LS 250,000.0000 250,000.00 0.045 11,250.00 0.045 11,250.00 S) 24 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 594,300.00 97.000 29,100.00 888.850 266,655.00 F) 25 STRUCTURAL CONCRETE, BRIDGE M3 595.0000 5,753,650.00 396.000 235,620.00 2,395.100 1,425,084.50 F) 26 STRUCTURAL CONCRETE, RETAINING WALL M3 550.0000 2,625,700.00 316.050 173,827.50 4,556.150 2,505,882.50 F) 27 STRUCTURAL CONCRETE, BARRIER SLAB M3 350.0000 410,550.00 287.250 100,537.50 F) 28 STRUCTURAL CONCRETE, APPROACH SLAB M3 900.0000 14,400.00 0.000 0.00 F) (TYPE EQ) 29 STRUCTURAL CONCRETE, APPROACH SLAB M3 580.0000 456,460.00 264.200 153,236.00 F) (TYPE N) 30 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,300.0000 91,000.00 68.969 89,659.70 PROGRAM CAS145 PAGE 6 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080914 TIME 01:53 PM ESTIMATE NO. 24 BID OPENING 06/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 07/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 408,000.00 10.268 12,321.60 161.209 193,450.80 F) 32 ARCHITECTURAL SURFACE (BARRIER) M2 15.0000 29,910.00 606.620 9,099.30 F) 33 SWIRLED PLASTER TEXTURE M2 25.0000 198,000.00 571.000 14,275.00 1,431.800 35,795.00 F) 34 BARRIER TILE TEXTURE M2 12.0000 17,328.00 0.000 0.00 35 DRILL AND BOND DOWEL M 35.0000 1,225.00 4.000 140.00 274.700 9,614.50 36 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,000.0000 36,000.00 4.000 36,000.00 GIRDER (10 M - 15 M) 37 FURNISH PRECAST PRESTRESSED CONCRETE EA 11,000.0000 88,000.00 8.000 88,000.00 GIRDER (15 M - 20 M) 38 FURNISH PRECAST PRESTRESSED CONCRETE EA 15,000.0000 60,000.00 4.000 60,000.00 GIRDER (25 M - 30 M) 39 FURNISH PRECAST PRESTRESSED CONCRETE EA 21,000.0000 126,000.00 6.000 126,000.00 GIRDER (30 M - 35 M) 40 ERECT PRECAST PRESTRESSED CONCRETE EA 3,000.0000 66,000.00 22.000 66,000.00 GIRDER 41 FURNISH POLYESTER CONCRETE OVERLAY M3 2,700.0000 302,400.00 51.470 138,969.00 42 PLACE POLYESTER CONCRETE OVERLAY M2 22.0000 98,780.00 2,512.980 55,285.56 F) 43 CORE CONCRETE (101 MM - 150 MM) M 500.0000 2,000.00 4.000 2,000.00 SF) 44 JOINT SEAL (MR 30 MM) M 120.0000 29,040.00 80.470 9,656.40 S) 45 JOINT SEAL ASSEMBLY (MR 70 MM) M 500.0000 21,500.00 0.000 0.00 S) 46 JOINT SEAL ASSEMBLY (MR 80 MM) M 600.0000 22,200.00 0.000 0.00 S) 47 JOINT SEAL ASSEMBLY (MR 100 MM) M 1,000.0000 16,000.00 0.000 0.00 S) 48 BAR REINFORCING STEEL (BRIDGE) KG 1.8100 3,692,943.00 82,776.000 149,824.56 570,282.640 1,032,211.58 SF) 49 BAR REINFORCING STEEL (RETAINING WALL) KG 2.7000 714,231.00 14,921.000 40,286.70 303,167.400 818,551.98 SF) 50 HEADED BAR REINFORCEMENT EA 5.0000 66,220.00 324.000 1,620.00 6,428.000 32,140.00 F) 51 TREAT BRIDGE DECK M2 11.0000 13,310.00 1,000.000 11,000.00 F) 52 FURNISH BRIDGE DECK TREATMENT MATERIAL L 35.0000 16,800.00 397.000 13,895.00 (LOW ODOR) 53 ISOLATION CASING KG 7.0000 68,600.00 550.000 3,850.00 1,650.000 11,550.00 SF) 54 FURNISH SIGN STRUCTURE (TUBULAR) KG 6.0000 258,000.00 19,030.000 114,180.00 F) 55 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 43,000.00 19,030.000 19,030.00 SF) 56 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 6.0000 24,000.00 3,760.000 22,560.00 F) 57 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 2.0000 8,000.00 3,760.000 7,520.00 SF) PROGRAM CAS145 PAGE 7 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080914 TIME 01:53 PM ESTIMATE NO. 24 BID OPENING 06/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 07/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 FURNISH SIGN STRUCTURE (TRUSS) KG 6.0000 48,000.00 4,960.000 29,760.00 F) 59 INSTALL SIGN STRUCTURE (TRUSS) KG 2.0000 16,000.00 4,960.000 9,920.00 SF) 60 760 MM CAST-IN-DRILLED-HOLE M 650.0000 14,950.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 61 920 MM CAST-IN-DRILLED-HOLE M 900.0000 9,000.00 8.000 7,200.00 S) CONCRETE PILE (SIGN FOUNDATION) 62 1070 MM CAST-IN-DRILLED-HOLE M 1,400.0000 113,400.00 69.000 96,600.00 S) CONCRETE PILE (SIGN FOUNDATION) 63 ROADSIDE SIGN - ONE POST EA 300.0000 4,800.00 1.000 300.00 8.000 2,400.00 S) 64 ROADSIDE SIGN - TWO POST EA 600.0000 3,600.00 0.000 0.00 S) 65 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 300.0000 1,800.00 3.000 900.00 3.000 900.00 S) METHOD) 66 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 67 600 MM ALTERNATIVE PIPE CULVERT M 230.0000 2,300.00 0.000 0.00 68 750 MM ALTERNATIVE PIPE CULVERT M 290.0000 2,900.00 0.000 0.00 69 1050 MM ALTERNATIVE PIPE CULVERT M 350.0000 3,500.00 0.000 0.00 70 450 MM REINFORCED CONCRETE PIPE M 190.0000 13,300.00 167.000 31,730.00 71 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 72 600 MM REINFORCED CONCRETE PIPE M 180.0000 909,000.00 280.000 50,400.00 2,192.675 394,681.50 73 750 MM REINFORCED CONCRETE PIPE M 1,000.0000 2,000.00 2.000 2,000.00 74 900 MM REINFORCED CONCRETE PIPE M 400.0000 20,000.00 445.936 178,374.40 75 1050 MM REINFORCED CONCRETE PIPE M 330.0000 234,300.00 618.000 203,940.00 76 300 MM CORRUGATED STEEL PIPE M 260.0000 1,300.00 3.000 780.00 77 450 MM CORRUGATED STEEL PIPE M 190.0000 1,900.00 10.000 1,900.00 (1.63 MM THICK) 78 150 MM PLASTIC PIPE M 120.0000 1,200.00 0.000 0.00 79 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 500.0000 7,500.00 2.000 1,000.00 80 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 800.0000 36,000.00 56.000 44,800.00 (2.77 MM THICK) 81 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 390.0000 21,450.00 14.000 5,460.00 (2.77 MM THICK) 82 GRATED LINE DRAIN M 300.0000 40,500.00 3.000 900.00 52.000 15,600.00 83 600 MM CONCRETE FLARED END SECTION EA 500.0000 500.00 0.000 0.00 84 600 MM ALTERNATIVE FLARED END SECTION EA 400.0000 400.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080914 TIME 01:53 PM ESTIMATE NO. 24 BID OPENING 06/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 07/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 750 MM ALTERNATIVE FLARED END SECTION EA 400.0000 400.00 0.000 0.00 86 1050 MM ALTERNATIVE FLARED END SECTION EA 600.0000 600.00 0.000 0.00 87 900 MM REINFORCED CONCRETE PIPE RISER M 800.0000 8,000.00 0.000 0.00 88 450 MM ALTERNATIVE PIPE RISER M 1,000.0000 6,000.00 1.730 1,730.00 4.790 4,790.00 89 600 MM ALTERNATIVE PIPE RISER M 730.0000 29,200.00 4.800 3,504.00 90 900 MM ALTERNATIVE PIPE RISER M 1,000.0000 15,000.00 17.370 17,370.00 91 CONCRETE (CONCRETE APRON) M3 600.0000 6,000.00 0.000 0.00 92 SLOPE PAVING (CONCRETE) M3 700.0000 70,000.00 0.000 0.00 F) 93 SLOPE PAVING (MASONRY BLOCK) M2 210.0000 426,300.00 0.000 0.00 F) 94 SLOPE PAVING (EXPOSED AGGREGATE) M2 310.0000 71,300.00 0.000 0.00 F) 95 MINOR CONCRETE (DITCH LINING) M3 700.0000 112,000.00 17.210 12,047.00 250.220 175,154.00 96 ROCK SLOPE PROTECTION FABRIC M2 4.0000 400.00 0.000 0.00 97 MINOR CONCRETE (TEXTURE PAVING) M2 100.0000 49,000.00 441.000 44,100.00 441.000 44,100.00 (MEDIAN PAVING) 98 MINOR CONCRETE (TEXTURE PAVING) M2 100.0000 390,000.00 255.410 25,541.00 255.410 25,541.00 (GORE PAVING) 99 MINOR CONCRETE (CURB, SIDEWALK AND M3 640.0000 70,400.00 213.840 136,857.60 CURB RAMP) 00 MISCELLANEOUS IRON AND STEEL KG 3.0000 51,600.00 324.000 972.00 6,607.000 19,821.00 SF) 01 MISCELLANEOUS METAL (BRIDGE) KG 40.0000 2,000.00 50.000 2,000.00 SF) 02 BRIDGE DECK DRAINAGE SYSTEM KG 25.0000 51,250.00 0.000 0.00 SF) 03 CHAIN LINK FENCE (TYPE CL-1.8) M 55.0000 5,500.00 399.000 21,945.00 S) 04 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 1,000.00 0.000 0.00 S) 05 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,000.0000 2,000.00 0.000 0.00 S) 06 DELINEATOR (CLASS 1) EA 45.0000 7,650.00 38.000 1,710.00 07 MILEPOST MARKER EA 150.0000 450.00 0.000 0.00 S) 08 GUARD RAILING DELINEATOR EA 100.0000 39,000.00 35.000 3,500.00 S) 09 METAL BEAM GUARD RAILING M 80.0000 61,600.00 815.020 65,201.60 S) 10 CONCRETE BARRIER (TYPE K) M 65.0000 47,450.00 0.000 0.00 11 TUBULAR PIPE HANDRAILING M 300.0000 18,000.00 0.000 0.00 F) PROGRAM CAS145 PAGE 9 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080914 TIME 01:53 PM ESTIMATE NO. 24 BID OPENING 06/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 07/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 CONCRETE BARRIER (TYPE 26 MODIFIED) M 230.0000 110,400.00 0.000 0.00 F) 13 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 14 CABLE RAILING M 25.0000 45,000.00 921.750 23,043.75 S) 15 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 19,800.00 2.000 4,400.00 S) 16 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 17 CRASH CUSHION (REACT 9SCBS) EA 44,000.0000 44,000.00 0.000 0.00 S) 18 QUADGUARD CRASH CUSHION EA 17,000.0000 34,000.00 0.000 0.00 S) 19 CONCRETE BARRIER (TYPE 60A) M 160.0000 14,720.00 0.000 0.00 F) 20 CONCRETE BARRIER (TYPE 60AR) M 195.0000 27,300.00 0.000 0.00 F) 21 CONCRETE BARRIER (TYPE 60D MOD.) M 130.0000 150,800.00 154.000 20,020.00 22 CONCRETE BARRIER (TYPE 60S) M 132.0000 623,040.00 399.800 52,773.60 399.800 52,773.60 S) 23 CONCRETE BARRIER (TYPE 60SC) M 185.0000 368,150.00 148.000 27,380.00 S) 24 CONCRETE BARRIER (TYPE 732 MODIFIED) M 155.0000 508,710.00 796.850 123,511.75 F) 25 CONCRETE BARRIER (TYPE 732A MODIFIED) M 165.0000 52,305.00 0.000 0.00 F) 26 CONCRETE BARRIER (TYPE 60S MODIFIED) M 400.0000 44,400.00 240.000 96,000.00 F) 27 CONCRETE BARRIER (TYPE 60SE MODIFIED) M 340.0000 377,400.00 0.000 0.00 F) 28 THERMOPLASTIC PAVEMENT MARKING M2 30.0000 16,800.00 191.280 5,738.40 S) 29 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 11,250.00 1,848.000 5,544.00 S) 30 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 5,820.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 31 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,475.00 557.000 557.00 S) (BROKEN 5.18 M - 2.14 M) 32 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 23,950.00 15,160.000 7,580.00 S) 33 PAINT PAVEMENT MARKING M2 20.0000 1,800.00 26.860 537.20 S) 34 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 7,692.00 2,748.000 3,297.60 S) 35 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 9,300.00 1,111.000 3,333.00 S) 36 SIGNAL AND LIGHTING (LOCATION 1) LS 32,000.0000 32,000.00 0.000 0.00 S) 37 SIGNAL AND LIGHTING (LOCATION 2) LS 32,000.0000 32,000.00 0.123 3,936.00 0.175 5,600.00 S) 38 SIGNAL AND LIGHTING (LOCATION 3) LS 95,000.0000 95,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 10 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080914 TIME 01:53 PM ESTIMATE NO. 24 BID OPENING 06/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 07/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 SIGNAL AND LIGHTING (LOCATION 4) LS 32,000.0000 32,000.00 0.510 16,320.00 S) 40 LIGHTING AND SIGN ILLUMINATION LS 360,000.0000 360,000.00 1.000 360,000.00 S) 41 LIGHTING CONDUIT (BRIDGE) M 35.0000 12,600.00 60.000 2,100.00 S) 42 COMMUNICATION CONDUIT (BRIDGE) M 35.0000 12,600.00 60.000 2,100.00 S) 43 SPRINKLER CONTROL CONDUIT (BRIDGE) M 35.0000 12,600.00 0.000 0.00 S) 44 TRAFFIC MONITORING STATION (LOCATION 1) LS 32,000.0000 32,000.00 0.075 2,400.00 0.515 16,480.00 S) 45 TRAFFIC MONITORING STATION (LOCATION 2) LS 32,000.0000 32,000.00 0.260 8,320.00 S) 46 FIBER OPTIC COMMUNICATION SYSTEM LS 800,000.0000 800,000.00 0.008 6,400.00 0.305 244,000.00 S) 47 RAMP METERING SYSTEM (LOCATION 1) LS 80,000.0000 80,000.00 0.525 42,000.00 S) 48 RAMP METERING SYSTEM (LOCATION 2) LS 48,000.0000 48,000.00 0.017 816.00 0.025 1,200.00 S) 49 RAMP METERING SYSTEM (LOCATION 3) LS 48,000.0000 48,000.00 0.265 12,720.00 S) 50 RAMP METERING SYSTEM (LOCATION 4) LS 48,000.0000 48,000.00 0.197 9,456.00 S) 51 RAMP METERING SYSTEM (LOCATION 5) LS 48,000.0000 48,000.00 0.540 25,920.00 S) 52 RAMP METERING SYSTEM (LOCATION 6) LS 48,000.0000 48,000.00 0.645 30,960.00 S) 53 RAMP METERING SYSTEM (LOCATION 7) LS 48,000.0000 48,000.00 0.223 10,704.00 S) 54 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 55 ABANDON CULVERT EA 1,500.0000 4,500.00 0.000 0.00 56 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 57 EARTH RETAINING STRUCTURE, LOCATION 9 M2 500.0000 540,000.00 1,007.000 503,500.00 58 EARTH RETAINING STRUCTURE, LOCATION 10 M2 650.0000 1,394,250.00 50.000 32,500.00 2,145.000 1,394,250.00 59 ANTI-GRAFFITI PROTECTIVE COATING M2 10.0000 23,700.00 0.000 0.00 S) 60 COBBLESTONE TEXTURE M2 25.0000 59,250.00 2,675.920 66,898.00 S) 61 MINOR CONCRETE (GUTTER) M 60.0000 17,640.00 297.000 17,820.00 62 CONCRETE BARRIER (TYPE KA26A MODIFIED) M 185.0000 51,800.00 0.000 0.00 63 CABLE ANCHOR ASSEMBLY EA 650.0000 6,500.00 0.000 0.00 S) (BREAKAWAY, TYPE B) 64 TERMINAL SECTION (TYPE B) EA 150.0000 1,500.00 0.000 0.00 S) 65 END SECTION EA 200.0000 2,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 11 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080914 TIME 01:53 PM ESTIMATE NO. 24 BID OPENING 06/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 07/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 STRUCTURE EXCAVATION (TIEBACK WALL) M3 19.0000 102,600.00 5,400.000 102,600.00 67 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 25.0000 92,500.00 3,580.000 89,500.00 68 STRUCTURE BACKFILL (TIEBACK WALL) M3 28.0000 10,640.00 0.000 0.00 69 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 27.0000 2,970.00 0.000 0.00 70 SOIL NAIL ASSEMBLY M 55.0000 990,000.00 19,584.000 1,077,120.00 71 TIEBACK ANCHOR EA 2,750.0000 899,250.00 13.000 35,750.00 300.000 825,000.00 72 STRUCTURAL CONCRETE M3 600.0000 975,000.00 44.000 26,400.00 73 BAR REINFORCING STEEL KG 2.1600 535,680.00 230,729.000 498,374.64 74 SHOTCRETE M3 400.0000 468,000.00 51.400 20,560.00 1,399.100 559,640.00 75 MINOR CONCRETE CHANNEL (TYPE A) M2 60.0000 52,620.00 0.000 0.00 76 PREPARE AND STAIN CONCRETE M2 27.0000 63,990.00 0.000 0.00 77 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 150.0000 900.00 0.000 0.00 78 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 79 SHARED FIELD DATA MANAGEMENT SYSTEM LS 250,000.0000 250,000.00 0.000 0.00 80 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 81 CONCRETE PAVEMENT(DOWELED TRANSVERSE M3 175.0000 3,237,500.00 12,052.016 2,109,102.80 JOINTS) 82 CONCRETE PAVEMENT M3 135.0000 2,362,500.00 0.000 0.00 (UNDOWELED TRANSVERSE JOINTS) 83 WATER POLLUTION CONTROL LS 120,000.0000 120,000.00 0.113 13,560.00 0.539 64,680.00 PROGRAM CAS145 PAGE 12 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080914 TIME 01:53 PM ESTIMATE NO. 24 BID OPENING 06/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 07/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,047,280.48 32,138,719.34 ADJUSTMENT OF COMPENSATION 13,563.13 349,983.27 EXTRA WORK 72,213.51 846,017.11 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,133,057.12 33,334,719.72 84 MOBILIZATION LS 6700,000.0000 6,700,000.00 0.050 335,000.00 1.000 6,700,000.00 ORIGINAL CONTRACT AMOUNT 67,837,529.00 TOTAL WORK COMPLETED 2,468,057.12 40,034,719.72 MATERIALS ON HAND ON SITE 835,058.34 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -59,926.38 TOTAL 2,458,057.12 40,809,851.68 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 08/26/04 990 09/10/04 09/10/04 12/21/07 391 64 15 0 56% 52% PROGRESS IS SATISFACTORY HSU, PAUL RESIDENT ENGINEER PROGRAM CAS145 PAGE 13 DATE 07/24/06