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 05/21/02 EST. NO.18 TIME 10:10 AM R.E. NAME: RIVERA, MAURICIO 04-013054 --------------------------------------------------------------------------- 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 9045 72.65 E.W. @ F.A.(+) 013002 N 0891.0 9046 78.55 012902 N 0890.0 9047 52.36 012902 N 0889.0 9053 3,265.36 020802 N 0901.0 9056 2,872.33 020602 N 0898.0 9073 88.90 011802 N 0954.0 9113 4,021.67 022502 N 1032 0 9114 2,064.59 031202 N 1074 0 9115 93.32 021102 N 1171 0 9125 917.96 040102 N 1195 0 9126 228.62 111601 N 1169 0 006 1522 7,114.15 E.W. @ F.A.(+) 020402 N 1172 0 007 1407 5,352.19 E.W. @ F.A.(+) 012502 N 929 0 1408 6,575.41 012902 N 930 0 008 7242 58.39 E.W. @ F.A.(+) 022102 N 0970.0 7244 157.09 021102 N 0968.0 7246 147.33 031702 N 1016 0 7247 147.33 031602 N 1015 0 7248 147.33 031502 N 1014 0 7249 147.33 031402 N 1013 0 7250 147.33 031302 N 1012 0 7251 147.33 031202 N 1011 0 7253 87.05 030602 N 1009 0 7254 147.33 030502 N 1008 0 7258 147.33 032402 N 1060 0 7259 147.33 032502 N 1061 0 7260 147.33 031802 N 1054 0 7261 147.33 032302 N 1059 0 7262 147.33 032102 N 1057 0 7263 147.33 032202 N 1058 0 7264 147.33 032002 N 1056 0 7265 147.33 031902 N 1055 0 7266 107.15 032602 N 1070 0 014 9075 2,058.26 E.W. @ F.A.(+) 031202 N 1089 0 018 7220 1,182.74 E.W. @ F.A.(+) 122001 N 1278 0 019 1621 12,063.68 E.W. @ F.A.(+) 013102 N 1090 0 035 4786 650.38 E.W. @ F.A.(+) 092901 N 399 0 4813 81.16 110201 N 0971.0 055 1320 874.09 E.W. @ F.A.(+) 012102 N 0811.0 1322 552.97 011602 N 0809.0 1323 1,075.32 011502 N 0808.0 1511 2,200.00 120401 N 833 0 1512 628.42 020602 N 0909.0 1514 270.01 013102 N 0907.0 059 0606 763.09 E.W. @ F.A.(+) 011502 N 1276 0 061 0001 4,400.00 A.C. @ F.A.(+) 111301 N 1174 0 063 0003 1,420.66 E.W. @ F.A.(+) 040502 N 1190 0 067 0070 624.37 E.W. @ F.A.(+) 032102 N 1275 0 073 0002 135.78 E.W. @ F.A.(+) 092001 N 404 0 0011 687.84 100801 N 420 0 8973 1,016.10 101301 N 0481.0 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 05/21/02 EST. NO.18 TIME 10:10 AM R.E. NAME: RIVERA, MAURICIO 04-013054 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 075 0001 87,069.89 E.W. @ F.A.(+) 051702 Y 1395 0 079 0005 135.27 E.W. @ F.A.(+) 010902 N 1176 0 0006 166.50 E.W. @ U.P (+) 041902 N 1289 0 0007 453.50 050102 N 1290 0 0008 84.50 050602 N 1291 0 080 0001 930.93 E.W. @ F.A.(+) 111401 N 0637 0 0005 416.29 122301 N 0634.0 0006 416.29 122201 N 0633.0 0007 360.98 122101 N 0632.0 0009 632.78 121901 N 0630.0 0012 200.03 121401 N 0627.0 0013 230.46 121301 N 0626.0 9085 382.81 032002 N 1073 0 9086 70.12 031802 N 1147.0 090 0001 641.20 E.W. @ F.A.(+) 021502 N 1019 0 0002 1,047.90 022102 N 1020 0 0003 1,991.55 022202 N 0989.0 0004 831.53 022102 N 0988.0 0006 2,278.22 022202 N 1050 0 0007 1,684.46 022502 N 1051 0 0008 1,219.91 022502 N 1052 0 0009 2,931.68 022602 N 1053 0 0010 994.94 031402 N 1192 0 0011 425.99 032202 N 1193 0 0024 7,419.73 031302 N 1202 0 0025 1,510.62 031102 N 1201 0 0026 3,922.94 030502 N 1044 0 184,553.58 TOTAL THIS ESTIMATE 1,474,121.94 TOTAL PREVIOUS ESTIMATE 1,658,675.52 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 05/21/02 EST. NO.18 TIME 10:10 AM R.E. NAME: RIVERA, MAURICIO 04-013054 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FORCE ACCOUNT ADJUST -5,114.25 06 FORCE ACCOUNT ADJUST 5,114.25 09 SAND EQUIT FOR AGGRA -635.47 11 750 CIDH PILES VIAB4 -132.00 11 0.00 -767.47 TOTAL DEDUCTIONS 0.00 -767.47 PROGRAM CAS145 PAGE 1 DATE 05/21/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 10:10 AM ESTIMATE NO. 18 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/02 R.E. NAME: RIVERA, MAURICIO DATE OF THIS ESTIMATE 05/21/02 LOCATION RERUN PROGRESS ESTIMATE 04-CC-80-12.7/13.8 ----------------------- 04-SOL-80-0.3/2.2 C.C.MYERS, INC. IN CONTRA COSTA AND SOLANO COUNTIES P.O.BOX 2948 IN CROCKETT AND VALLEJO FROM OLEUM RANCHO CORDOVA, 95741-2948 REFINERY ROAD UNDERCROSSING TO CARQUINEZ BRIDGE TOLL PLAZA FED. AID NO. N O N E SEISMIC AND WIDEN FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 002 ELECTRONIC MOBILE DAILY DAIRY LS 10,000.0000 10,000.00 0.036 360.00 0.180 1,800.00 COMPUTER SYSTEM DATA DELIVERY 003 TIME-RELATED OVERHEAD LS 3500,000.0000 3,500,000.00 0.032 112,000.00 0.591 2,068,500.00 004 PROGRESS SCHEDULE (CRITICAL PATH) LS 8,000.0000 8,000.00 0.026 208.00 0.642 5,136.00 005 NON-STORM WATER DISCHARGE LS 1250,000.0000 1,250,000.00 0.069 86,250.00 0.411 513,750.00 006 PREPARE STORM WATER POLLUTION LS 8,000.0000 8,000.00 0.750 6,000.00 PREVENTION PLAN 007 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 0.023 1,150.00 0.595 29,750.00 008 TEMPORARY SILT FENCE M 5.0000 3,100.00 2,588.470 12,942.35 009 TEMPORARY COVER M2 5.0000 5,000.00 2,482.750 12,413.75 010 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 21,900.00 63.000 18,900.00 011 TEMPORARY EROSION CONTROL M2 0.5000 13,450.00 63,320.000 31,660.00 012 TEMPORARY CONCRETE WASHOUT EA 1,000.0000 10,000.00 9.000 9,000.00 013 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 014 TEMPORARY ROCK BAG BARRIER M 50.0000 8,000.00 68.000 3,400.00 015 TEMPORARY ENTRANCE/EXIT LS 25,000.0000 25,000.00 0.521 13,025.00 016 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.733 10,995.00 (S) 017 TRAFFIC CONTROL SYSTEM LS 125,000.0000 125,000.00 0.034 4,250.00 0.590 73,750.00 (S) 018 TYPE III BARRICADE EA 55.0000 1,100.00 39.000 2,145.00 (S) 019 TEMPORARY PAVEMENT MARKING (PAINT) M2 7.0000 245.00 18.510 129.57 020 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6500 10,244.00 2,856.000 1,856.40 9,930.950 6,455.12 021 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 2,625.00 116.000 4,060.00 022 TEMPORARY PAVEMENT MARKER EA 3.5000 26,355.00 439.000 1,536.50 3,268.000 11,438.00 PROGRAM CAS145 PAGE 2 DATE 05/21/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 10:10 AM ESTIMATE NO. 18 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/02 R.E. NAME: RIVERA, MAURICIO DATE OF THIS ESTIMATE 05/21/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 120,000.00 8.000 120,000.00 (S) 024 TEMPORARY RAILING (TYPE K) M 23.0000 253,920.00 1,286.000 29,578.00 4,829.700 111,083.10 025 TEMPORARY CRASH CUSHION MODULE EA 200.0000 26,000.00 14.000 2,800.00 026 ABANDON CULVERT EA 350.0000 7,000.00 11.000 3,850.00 027 REMOVE FENCE M 10.0000 2,600.00 279.870 2,798.70 028 REMOVE METAL BEAM GUARD RAILING M 16.0000 480.00 91.500 1,464.00 029 REMOVE DOUBLE METAL BEAM BARRIER M 20.0000 9,800.00 490.000 9,800.00 030 REMOVE PAINTED TRAFFIC STRIPE M 1.6500 15,015.00 502.000 828.30 2,903.800 4,791.27 031 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.7000 5,389.00 1,705.000 2,898.50 3,658.800 6,219.96 032 REMOVE PAINTED PAVEMENT MARKING M2 22.0000 770.00 0.000 0.00 033 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.2500 3,542.50 271.000 880.75 271.000 880.75 034 REMOVE YELLOW THERMOPLASTIC M 3.3000 528.00 0.000 0.00 TRAFFIC STRIPE 035 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 21.0000 189.00 0.000 0.00 036 REMOVE PAVEMENT MARKER EA 1.5000 14,580.00 623.000 934.50 3,466.000 5,199.00 037 REMOVE ROADSIDE SIGN (WOOD POST) EA 80.0000 1,600.00 18.000 1,440.00 038 REMOVE ROADSIDE SIGN EA 30.0000 600.00 11.000 330.00 (STRAP AND SADDLE BRACKET METHOD) 039 REMOVE SIGN STRUCTURE EA 2,500.0000 7,500.00 1.000 2,500.00 040 REMOVE CULVERT M 33.0000 3,795.00 122.000 4,026.00 041 REMOVE INLET EA 500.0000 11,000.00 15.000 7,500.00 042 REMOVE RETAINING WALL M3 100.0000 20,000.00 93.350 9,335.00 043 REMOVE CONCRETE PAVEMENT M3 35.0000 110,950.00 0.000 0.00 044 REMOVE ASPHALT CONCRETE SURFACING M3 20.0000 22,400.00 0.000 0.00 045 REMOVE BASE AND SURFACING M3 32.0000 206,080.00 435.000 13,920.00 046 REMOVE CONCRETE DECK SURFACE M2 50.0000 2,200.00 0.000 0.00 047 SALVAGE FENCE M 20.0000 4,300.00 0.000 0.00 048 SALVAGE METAL BEAM GUARD RAILING M 13.0000 1,040.00 40.000 520.00 59.050 767.65 049 SALVAGE ROADSIDE SIGN EA 60.0000 420.00 7.000 420.00 PROGRAM CAS145 PAGE 3 DATE 05/21/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 10:10 AM ESTIMATE NO. 18 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/02 R.E. NAME: RIVERA, MAURICIO DATE OF THIS ESTIMATE 05/21/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 RELOCATE ROADSIDE SIGN EA 200.0000 1,800.00 4.000 800.00 051 RELOCATE SIGN STRUCTURE EA 4,000.0000 8,000.00 0.000 0.00 052 ADJUST MONUMENT TO GRADE EA 500.0000 500.00 0.000 0.00 053 ADJUST MANHOLE TO GRADE EA 350.0000 350.00 0.000 0.00 054 ADJUST PIPE INLET TO GRADE EA 1,000.0000 4,000.00 1.000 1,000.00 055 MODIFY INLET TO MANHOLE EA 2,000.0000 2,000.00 0.000 0.00 056 PLANE ASPHALT CONCRETE PAVEMENT M2 3.5000 21,700.00 1,701.000 5,953.50 (S) (45 MM MAX) 057 PLANE ASPHALT CONCRETE PAVEMENT M2 4.2500 43,775.00 0.000 0.00 (S) (75 MM MAX) 058 REMOVE CONCRETE M3 80.0000 45,600.00 395.450 31,636.00 059 REMOVE CONCRETE BARRIER (TYPE K) M 3.0000 2,100.00 0.000 0.00 060 CAP INLET EA 750.0000 3,750.00 0.000 0.00 061 BRIDGE REMOVAL, LOCATION A LS 650,000.0000 650,000.00 1.000 650,000.00 062 BRIDGE REMOVAL, LOCATION B LS 550,000.0000 550,000.00 0.975 536,250.00 063 BRIDGE REMOVAL, LOCATION C LS 650,000.0000 650,000.00 1.000 650,000.00 064 BRIDGE REMOVAL (PORTION), LOCATION D LS 45,000.0000 45,000.00 0.000 0.00 065 BRIDGE REMOVAL (PORTION), LOCATION E LS 375,000.0000 375,000.00 0.000 0.00 066 SALVAGE CRASH CUSHION EA 750.0000 1,500.00 3.000 2,250.00 067 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 1.000 200,000.00 068 ROADWAY EXCAVATION M3 10.0000 1,375,000.00 6,330.000 63,300.00 47,712.606 477,126.06 069 ROADWAY EXCAVATION (TYPE A) M3 57.0000 526,680.00 10,603.000 604,371.00 070 SHOULDER BACKING STA 1,000.0000 2,000.00 0.000 0.00 071 STRUCTURE EXCAVATION (BRIDGE) M3 40.0000 28,480.00 515.450 20,618.00 (F) 072 STRUCTURE EXCAVATION (TYPE D) M3 35.0000 306,180.00 1,456.210 50,967.35 5,545.810 194,103.35 (F) 073 STRUCTURE EXCAVATION (TYPE DH) M3 360.0000 210,960.00 40.800 14,688.00 417.800 150,408.00 (F) 074 STRUCTURE EXCAVATION (TYPE H) M3 220.0000 44,660.00 73.474 16,164.28 177.737 39,102.14 (F) 075 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 40.0000 85,000.00 75.740 3,029.60 660.254 26,410.16 (F) 076 SAND BEDDING M3 60.0000 4,560.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 05/21/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 10:10 AM ESTIMATE NO. 18 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/02 R.E. NAME: RIVERA, MAURICIO DATE OF THIS ESTIMATE 05/21/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE BACKFILL (BRIDGE) M3 35.0000 212,030.00 1,092.243 38,228.51 (F) 078 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 35.0000 24,150.00 530.000 18,550.00 (F) 079 SAND BACKFILL M3 65.0000 64,675.00 269.730 17,532.45 080 LEAN CONCRETE BACKFILL M3 90.0000 96,480.00 209.000 18,810.00 891.000 80,190.00 (F) 081 CLASS 1 CONCRETE BACKFILL M3 125.0000 182,500.00 310.000 38,750.00 1,295.000 161,875.00 (F) 082 DITCH EXCAVATION M3 25.0000 175.00 0.000 0.00 083 EARTH RETAINING STRUCTURE M2 390.0000 411,840.00 0.000 0.00 (F) 084 IMPORTED MATERIAL (SHOULDER BACKING) M3 40.0000 1,080.00 31.400 1,256.00 085 GEOGRID M2 2.0000 39,600.00 0.000 0.00 086 HIGHWAY PLANTING LS 30,000.0000 30,000.00 0.000 0.00 (S) 087 IMPORTED TOPSOIL M3 30.0000 136,800.00 0.000 0.00 088 EROSION CONTROL (BLANKET) M2 50.0000 3,900.00 0.000 0.00 089 STRAW (EROSION CONTROL) TONN 550.0000 6,050.00 6.670 3,668.50 (S) 090 COMPOST (EROSION CONTROL) KG 2.0000 4,320.00 1,406.160 2,812.32 (S) 091 FIBER (EROSION CONTROL) KG 1.5000 1,380.00 657.720 986.58 (S) 092 FIBER ROLLS M 20.0000 82,200.00 1,325.810 26,516.20 (S) 093 PURE LIVE SEED (EROSION CONTROL) KG 35.0000 9,450.00 161.310 5,645.85 (S) 094 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.5000 495.00 204.120 306.18 (S) 095 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 1,740.00 567.000 1,701.00 (S) 096 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.000 0.00 (S) 097 IRRIGATION SYSTEM LS 45,000.0000 45,000.00 0.000 0.00 (S) 098 NPS 1.5 SUPPLY LINE (BRIDGE) M 140.0000 19,600.00 0.000 0.00 099 NPS 4 SUPPLY LINE (BRIDGE) M 70.0000 9,800.00 0.000 0.00 100 MODIFY NPS 4 SUPPLY LINE (BRIDGE) M 275.0000 6,050.00 0.000 0.00 101 200 MM CORRUGATED HIGH DENSITY M 100.0000 4,100.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 102 CLASS 4 AGGREGATE SUBBASE M3 31.0000 287,990.00 2,483.670 76,993.77 103 CLASS 3 AGGREGATE BASE M3 44.0000 61,160.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 05/21/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 10:10 AM ESTIMATE NO. 18 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/02 R.E. NAME: RIVERA, MAURICIO DATE OF THIS ESTIMATE 05/21/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 LEAN CONCRETE BASE M3 120.0000 596,400.00 1,677.000 201,240.00 105 ASPHALT TREATED PERMEABLE BASE M3 140.0000 61,600.00 197.000 27,580.00 106 REPLACE ASPHALT CONCRETE SURFACING M3 175.0000 4,025.00 0.000 0.00 107 ASPHALT CONCRETE (TYPE A) TONN 50.0000 853,500.00 1,175.930 58,796.50 108 ASPHALT CONCRETE BASE (TYPE A) TONN 55.0000 77,550.00 1,201.940 66,106.70 109 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 25.0000 10,500.00 218.120 5,453.00 AREA) 110 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.5000 5,775.00 1,065.000 3,727.50 111 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.5000 1,260.00 52.000 182.00 112 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.5000 1,225.00 463.000 1,620.50 113 ASPHALTIC EMULSION (PAINT BINDER) TONN 350.0000 66,500.00 20.000 7,000.00 114 CONCRETE PAVEMENT M3 100.0000 961,000.00 3,581.430 358,143.00 115 DRILLED HOLE (750 MM) M 150.0000 98,250.00 254.000 38,100.00 619.000 92,850.00 116 DRILLED HOLE (900 MM) M 250.0000 777,000.00 636.000 159,000.00 2,986.000 746,500.00 117 DRILLED HOLE (1000 MM) M 150.0000 48,750.00 0.000 0.00 118 FURNISH STEEL PILING (HP 250 X 62) M 35.0000 10,920.00 252.800 8,848.00 119 DRIVE STEEL PILE (HP 250 X 62) EA 1,100.0000 23,100.00 21.000 23,100.00 (S) 120 FURNISH STEEL PILING (HP 360 X 174) M 70.0000 252,910.00 561.800 39,326.00 121 DRIVE STEEL PILE (HP 360 X 174) EA 1,500.0000 180,000.00 48.000 72,000.00 (S) 122 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 280.0000 1,576,960.00 3,082.650 863,142.00 (S) PILING 123 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 320.0000 604,800.00 1,903.730 609,193.60 (S) PILING 124 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 3,500.0000 259,000.00 70.000 245,000.00 (S) PILING 125 STEEL SOLDIER PILE (W360 X 79) M 52.0000 52,000.00 1,000.000 52,000.00 (F) 126 STEEL SOLDIER PILE (W360 X 101) M 65.0000 300,560.00 1,248.000 81,120.00 4,384.000 284,960.00 (F) 127 STEEL SOLDIER PILE (W410 X 114) M 75.0000 31,200.00 416.000 31,200.00 (F) 128 STEEL SOLDIER PILE (W410 X 149) M 95.0000 60,420.00 0.000 0.00 (F) 129 STEEL SOLDIER PILE (W460 X 97) M 65.0000 11,375.00 175.000 11,375.00 175.000 11,375.00 (F) 130 STEEL SOLDIER PILE (W460 X 128) M 85.0000 9,180.00 108.000 9,180.00 108.000 9,180.00 (F) PROGRAM CAS145 PAGE 6 DATE 05/21/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 10:10 AM ESTIMATE NO. 18 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/02 R.E. NAME: RIVERA, MAURICIO DATE OF THIS ESTIMATE 05/21/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 STEEL SOLDIER PILE (W530 X 219) M 145.0000 53,650.00 370.000 53,650.00 (F) 132 STEEL SOLDIER PILE (W690 X 265) M 175.0000 46,375.00 265.000 46,375.00 (F) 133 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 175.0000 888,125.00 1,704.080 298,214.00 2,589.470 453,157.25 PILING (762 MM) 134 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 5,500.0000 1,067,000.00 69.500 382,250.00 95.000 522,500.00 (S) PILE (762 MM) 135 PRESTRESSING CAST-IN-PLACE CONCRETE LS 700,000.0000 700,000.00 0.024 16,800.00 (S) 136 TIEBACK ANCHOR EA 4,000.0000 1,816,000.00 60.900 243,600.00 211.700 846,800.00 (S) 137 STRUCTURAL CONCRETE FACING M3 475.0000 230,375.00 0.000 0.00 (F) 138 ARCHITECTURAL SURFACE TREATMENT M2 125.0000 62,750.00 476.900 59,612.50 (F) 139 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 1,298,000.00 83.600 33,440.00 1,152.002 460,800.80 (F) 140 STRUCTURAL CONCRETE, BRIDGE M3 477.0000 68,993.00 234.430 111,823.11 2,323.511 1,108,314.75 (F) 141 STRUCTURAL CONCRETE, APPROACH SLAB M3 475.0000 90,250.00 0.000 0.00 (F) (TYPE N) 142 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 201,000.00 11.632 11,632.00 96.890 96,890.00 (F) 143 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 144 LIGHTWEIGHT CONCRETE (BRIDGE) M3 750.0000 1,296,750.00 0.000 0.00 (F) 145 FRACTURED RIB TEXTURE M2 75.0000 69,000.00 0.000 0.00 (F) 146 DRILL AND BOND DOWEL M 55.0000 3,850.00 40.000 2,200.00 147 CONCRETE CLOSURE WALL M2 320.0000 16,640.00 52.000 16,640.00 (F) 148 PTFE BEARING EA 2,000.0000 38,000.00 0.000 0.00 (S) 149 PTFE BEARING (SPHERICAL) EA 2,500.0000 120,000.00 3.000 7,500.00 (S) 150 JOINT SEAL ASSEMBLY (MR 90 MM) M 550.0000 4,400.00 0.000 0.00 (S) 151 JOINT SEAL ASSEMBLY (MR 100 MM) M 550.0000 17,600.00 0.000 0.00 (S) 152 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,000.0000 20,000.00 0.000 0.00 (S) 153 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 2,000.0000 104,000.00 0.000 0.00 (S) 154 JOINT SEAL ASSEMBLY (MR 321 MM - 400 MM) M 3,000.0000 186,000.00 0.000 0.00 (S) 155 BAR REINFORCING STEEL (BRIDGE) KG 1.1000 5,209,050.00 81,467.000 89,613.70 985,913.000 1,084,504.30 (SF) 156 WELDED HEADED BAR REINFORCEMENT EA 7.0000 329,175.00 7,042.000 49,294.00 (S) 157 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0000 87,400.00 9,583.000 9,583.00 (SF) PROGRAM CAS145 PAGE 7 DATE 05/21/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 10:10 AM ESTIMATE NO. 18 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/02 R.E. NAME: RIVERA, MAURICIO DATE OF THIS ESTIMATE 05/21/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 BAR REINFORCING STEEL (EPOXY COATED) KG 1.8500 717,800.00 0.000 0.00 (SF)(BRIDGE) 159 SHOTCRETE M3 600.0000 91,200.00 152.000 91,200.00 (F) 160 STRUCTURAL STEEL (BRIDGE) KG 8.0000 612,000.00 9,247.015 73,976.12 (SF) 161 FURNISH STRUCTURAL STEEL (BRIDGE) KG 2.5000 988,000.00 0.000 0.00 (SF) 162 ERECT STRUCTURAL STEEL (BRIDGE) KG 0.6000 237,120.00 0.000 0.00 (SF) 163 ISOLATION CASING KG 25.0000 312,800.00 2,140.000 53,500.00 (SF) 164 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 141,740.00 0.000 0.00 (SF) 165 INSTALL SIGN STRUCTURE (TRUSS) KG 0.7000 24,804.50 0.000 0.00 (SF) 166 920 MM CAST-IN-DRILLED-HOLE M 825.0000 36,300.00 9.500 7,837.50 (S) CONCRETE PILE (SIGN FOUNDATION) 167 METAL (BARRIER MOUNTED SIGN) KG 20.0000 3,200.00 0.000 0.00 168 METAL (RAIL MOUNTED SIGN) KG 25.0000 10,000.00 0.000 0.00 169 ROADSIDE SIGN - ONE POST EA 150.0000 1,950.00 5.000 750.00 170 ROADSIDE SIGN - TWO POST EA 300.0000 3,900.00 2.000 600.00 171 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 60.0000 840.00 2.000 120.00 METHOD) 172 INSTALL SIGN OVERLAY M2 125.0000 350.00 0.000 0.00 173 INSTALL SIGN PANEL ON EXISTING FRAME M2 75.0000 450.00 0.000 0.00 174 TIMBER LAGGING M3 650.0000 297,700.00 26.830 17,439.50 167.877 109,120.05 (F) 175 CLEAN AND PAINT SOLDIER PIPE LS 75,000.0000 75,000.00 0.000 0.00 176 CLEAN AND PAINT STRUCTURAL STEEL LS 95,000.0000 95,000.00 0.000 0.00 (S) 177 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 135.0000 351,000.00 0.000 0.00 (S) 178 WORK AREA MONITORING (LOCATION A) LS 15,000.0000 15,000.00 0.000 0.00 (S) 179 WORK AREA MONITORING (LOCATION B) LS 5,000.0000 5,000.00 0.000 0.00 (S) 180 150 MM ALTERNATIVE PIPE CULVERT M 400.0000 320.00 0.000 0.00 181 300 MM ALTERNATIVE PIPE CULVERT M 150.0000 300.00 0.000 0.00 182 450 MM ALTERNATIVE PIPE CULVERT M 145.0000 69,600.00 29.500 4,277.50 29.500 4,277.50 183 600 MM ALTERNATIVE PIPE CULVERT M 145.0000 20,300.00 95.500 13,847.50 95.500 13,847.50 184 900 MM ALTERNATIVE PIPE CULVERT M 200.0000 71,000.00 28.000 5,600.00 298.500 59,700.00 PROGRAM CAS145 PAGE 8 DATE 05/21/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 10:10 AM ESTIMATE NO. 18 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/02 R.E. NAME: RIVERA, MAURICIO DATE OF THIS ESTIMATE 05/21/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 450 MM REINFORCED CONCRETE PIPE M 100.0000 94,000.00 821.120 82,112.00 186 600 MM REINFORCED CONCRETE PIPE M 200.0000 78,000.00 0.000 0.00 187 900 MM REINFORCED CONCRETE PIPE M 410.0000 35,260.00 0.000 0.00 188 1200 MM REINFORCED CONCRETE PIPE M 500.0000 55,000.00 100.400 50,200.00 189 300 MM CORRUGATED STEEL PIPE M 700.0000 23,800.00 0.000 0.00 (1.63 MM THICK) 190 300 MM CORRUGATED STEEL PIPE M 400.0000 6,800.00 2.500 1,000.00 (2.01 MM THICK) 191 450 MM CORRUGATED STEEL PIPE M 325.0000 12,675.00 14.900 4,842.50 (1.63 MM THICK) 192 80 MM PLASTIC PIPE (EDGE DRAIN) M 50.0000 18,500.00 344.000 17,200.00 193 CLASS 3 PERMEABLE MATERIAL (BLANKET) M3 55.0000 398,750.00 1,625.500 89,402.50 194 200 MM ALTERNATIVE PIPE UNDERDRAIN M 45.0000 133,650.00 1,270.300 57,163.50 195 300 MM TRENCH DRAIN M 200.0000 378,000.00 1,085.770 217,154.00 196 400 MM TRENCH DRAIN M 300.0000 6,600.00 15.000 4,500.00 197 300 MM WELDED STEEL PIPE (2.67 MM THICK) M 350.0000 1,155.00 2.250 787.50 198 450 MM ALTERNATIVE FLARED END SECTION EA 250.0000 250.00 0.000 0.00 199 ROCK SLOPE PROTECTION M3 100.0000 630.00 1.800 180.00 (FACING, METHOD B) 200 SACKED CONCRETE SLOPE PROTECTION M3 500.0000 800.00 0.000 0.00 201 ROCK SLOPE PROTECTION FABRIC M2 4.0000 84.00 6.000 24.00 202 MINOR CONCRETE (MISCELLANEOUS M3 400.0000 240,000.00 39.720 15,888.00 CONSTRUCTION) 203 MINOR CONCRETE (GUTTER) M 125.0000 66,000.00 0.000 0.00 (F) 204 MISCELLANEOUS IRON AND STEEL KG 2.2000 24,376.00 4,041.000 8,890.20 (SF) 205 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 326,580.00 1,200.000 7,200.00 (SF) 206 BRIDGE DECK DRAINAGE SYSTEM KG 13.0000 470,080.00 6,780.000 88,140.00 (SF) 207 CHAIN LINK FENCE (TYPE CL-1.2, M 40.0000 12,000.00 0.000 0.00 (SF)VINYL-CLAD) 208 CHAIN LINK FENCE (TYPE CL-1.8) M 30.0000 14,790.00 0.000 0.00 (S) 209 CHAIN LINK FENCE (TYPE CL-1.8, M 45.0000 10,440.00 0.000 0.00 (SF)VINYL-CLAD) 210 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 500.0000 500.00 0.000 0.00 (S) 211 9.6 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 1,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 9 DATE 05/21/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 10:10 AM ESTIMATE NO. 18 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/02 R.E. NAME: RIVERA, MAURICIO DATE OF THIS ESTIMATE 05/21/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 4.8 M CHAIN GATE (TYPE CL-1.8) EA 700.0000 700.00 0.000 0.00 213 DELINEATOR (CLASS 1) EA 35.0000 5,250.00 0.000 0.00 214 CONCRETE BARRIER MARKER EA 15.0000 2,340.00 0.000 0.00 215 OBJECT MARKER (TYPE K-1) EA 70.0000 70.00 0.000 0.00 216 OBJECT MARKER (TYPE Q) EA 70.0000 420.00 0.000 0.00 217 METAL BEAM GUARD RAILING (STEEL POST) M 50.0000 36,000.00 461.000 23,050.00 (S) 218 CHAIN LINK RAILING (TYPE 7) M 200.0000 800.00 0.000 0.00 (SF) 219 CONCRETE BARRIER (TYPE 25) M 130.0000 424,710.00 0.000 0.00 (F) 220 CONCRETE BARRIER (TYPE 27B MODIFIED) M 330.0000 39,600.00 0.000 0.00 (F) 221 CONCRETE BARRIER (TYPE 27 MODIFIED) M 150.0000 70,650.00 0.000 0.00 (F) 222 CONCRETE BARRIER (TYPE 41) M 175.0000 98,875.00 0.000 0.00 (F) 223 BARRIER MOUNTED BRIDGE RAILING M 145.0000 85,695.00 0.000 0.00 (SF) 224 PEDESTRIAN RAILING M 185.0000 108,040.00 0.000 0.00 (SF) 225 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 3,000.00 0.000 0.00 (S) 226 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 33,000.00 5.000 11,000.00 (S) 227 CRASH CUSHION, SAND FILLED EA 5,500.0000 11,000.00 0.000 0.00 (S) 228 CONCRETE BARRIER (TYPE 60) M 120.0000 16,800.00 0.000 0.00 229 CONCRETE BARRIER (TYPE 60A) M 120.0000 145,800.00 0.000 0.00 230 CONCRETE BARRIER (TYPE 60D) M 200.0000 60,000.00 0.000 0.00 (F) 231 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 16,250.00 0.000 0.00 (S) 232 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 14,550.00 0.000 0.00 (S) 233 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 5,775.00 0.000 0.00 (S) 234 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 273.00 0.000 0.00 (S) (BROKEN 5.18 M - 2.14 M) 235 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 6,600.00 0.000 0.00 (S) 236 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 3,720.00 0.000 0.00 (S) 237 SIGNAL AND LIGHTING LS 170,000.0000 170,000.00 0.000 0.00 (S) 238 LIGHTING STAGE CONSTRUCTION - LOCATION 1 LS 10,000.0000 10,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 10 DATE 05/21/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 10:10 AM ESTIMATE NO. 18 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/02 R.E. NAME: RIVERA, MAURICIO DATE OF THIS ESTIMATE 05/21/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 LIGHTING STAGE CONSTRUCTION - LOCATION 2 LS 5,000.0000 5,000.00 0.000 0.00 (S) 240 LIGHTING AND SIGN ILLUMINATION AND LS 25,000.0000 25,000.00 0.000 0.00 (S) TRAFFIC OPERATIONS SYSTEM STAGE CONSTRUCTION - LOCATION 3 241 SIGNAL AND LIGHTING STAGE CONSTRUCTION - LS 25,000.0000 25,000.00 1.000 25,000.00 (S) LOCATION 4 242 LIGHTING (LOCATION 2) LS 475,000.0000 475,000.00 0.016 7,600.00 (S) 243 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.740 148,000.00 (S) (LOCATION 1) 244 CAMERA UNIT EA 10,000.0000 10,000.00 0.000 0.00 (S) 245 PAN/TILT UNIT EA 3,000.0000 3,000.00 0.000 0.00 (S) 246 CAMERA CONTROL UNIT EA 4,500.0000 4,500.00 0.000 0.00 (S) 247 VIDEO ENCODER UNIT EA 25,000.0000 25,000.00 0.000 0.00 (S) 248 INTERGRATED SERVICE DIGITAL NETWORK EA 1,500.0000 1,500.00 0.000 0.00 (S) TERMINAL ADAPTER 249 CLUSTER CONTROLLER FOR MICROWAVE VEHICLE EA 1,500.0000 1,500.00 0.000 0.00 (S) DETECTION SENSOR SYSTEM 250 ANALOG DATA STATION TERMINATION EA 1,000.0000 1,000.00 0.000 0.00 (S) 251 TRAFFIC OPERATIONS SYSTEM (LOCATION-1) LS 450,000.0000 450,000.00 0.263 118,350.00 (S) 252 TRAFFIC OPERATIONS SYSTEM (LOCATION-2) LS 15,000.0000 15,000.00 0.417 6,255.00 (S) 253 TRAFFIC OPERATIONS SYSTEM (LOCATION-3) LS 25,000.0000 25,000.00 0.050 1,250.00 (S) 254 CALLBOX SYSTEM LS 550,000.0000 550,000.00 0.000 0.00 (S) 255 SEISMIC MONITORING SYSTEM LS 350,000.0000 350,000.00 0.000 0.00 (S) 256 INSTALL SEISMIC MONITORING CASING M 450.0000 82,800.00 0.000 0.00 (S) 257 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 258 50 MM PERFORATED PLASTIC PIPE M 35.0000 54,985.00 60.000 2,100.00 131.000 4,585.00 259 50 MM PLASTIC PIPE M 5.0000 1,360.00 9.000 45.00 48.000 240.00 260 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 261 REMOVE CHAIN LINK GATE EA 200.0000 600.00 5.000 1,000.00 262 STRUCTURE BACKFILL M3 9.0000 203,400.00 2,050.000 18,450.00 263 STRUCTURE BACKFILL (TYPE E) M3 32.0000 656,000.00 0.000 0.00 264 150 MM ALTERNATIVE PIPE UNDERDRAIN M 30.0000 6,900.00 0.000 0.00 PROGRAM CAS145 PAGE 11 DATE 05/21/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 10:10 AM ESTIMATE NO. 18 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/02 R.E. NAME: RIVERA, MAURICIO DATE OF THIS ESTIMATE 05/21/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,961,617.49 17,248,204.06 ADJUSTMENT OF COMPENSATION 4,400.00 304,695.45 EXTRA WORK 180,153.58 1,353,980.07 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,146,171.07 18,906,879.58 265 MOBILIZATION LS 6100,000.0000 6,100,000.00 0.950 5,795,000.00 ORIGINAL CONTRACT AMOUNT 61,080,878.00 TOTAL WORK COMPLETED 2,146,171.07 24,701,879.58 MATERIALS ON HAND ON SITE 1,745,538.37 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -767.47 TOTAL 2,146,171.07 26,446,650.48 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 12/19/00 885 12/12/00 12/12/00 12/03/03 524 2 43 5 38% 56% PROGRESS IS SATISFACTORY NON STANDARD FORMAT RIVERA, MAURICIO RESIDENT ENGINEER PROGRAM CAS145 DATE 05/21/02