PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 08/20/02 EST. NO.11 TIME 02:03 PM R.E. NAME: AMBUEHL, DAVE 04-006034 --------------------------------------------------------------------------- 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 0012 743.42 E.W. @ F.A.(+) 010902 N 000197 0013 2,310.00 011102 N 000201 002 0018 3,891.36 E.W. @ F.A.(+) 070502 N 000199 0019 814.69 053102 N 000214 004 0005 1,000.00 E.W. @ F.A.(+) 061402 N 000213 005 0019 4,695.30 E.W. @ F.A.(+) 031902 N 000135 0022 2,133.29 061402 N 000144 007 0025-1 -97.85 E.W. @ F.A.(+) 041802 N CIR3.0 DAO CORRECTING ENTRY 0025-2 94.58 041802 N CIR3.0 DAO CORRECTING ENTRY 0036 581.49 050702 N 000215 0039 655.24 050902 N 000218 0040 568.36 051002 N 000219 0041 1,783.36 051302 N 000220 0042 1,334.41 051602 N 000221 0043 2,686.91 051702 N 002220 0044 1,703.92 052002 N 000223 0045 1,642.54 052102 N 000224 0048 3,968.33 052402 N 000228 0051 1,853.23 053002 N 000231 0055 2,016.61 060602 N 000235 0057 408.93 061002 N 000237 0058 1,596.43 072302 N 000238 0059 1,107.85 072402 N 000239 009 0027 689.03 E.W. @ F.A.(+) 041702 N 000126 0032 1,001.86 050902 N 000207 012 0002 -3,584.00 A.C. @ U.P.(-) 081302 N 002 0 017 0002 500.00 E.W. @ U.P (+) 081302 N 002 0 0003 10,241.00 081502 N 000240 022 0003 815.20 E.W. @ U.P (+) 070102 N 000196 0004 296.80 063002 N 000205 0005 809.60 073102 N 000225 031 0034 495.00 E.W. @ F.A.(+) 060502 N 000198 0036 6,590.80 070102 N 000204 035 0001 -1,240.00 A.C. @ L.S.(-) 081402 N 0001 0 54,107.69 TOTAL THIS ESTIMATE 686,466.63 TOTAL PREVIOUS ESTIMATE 740,574.32 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 08/20/02 EST. NO.11 TIME 02:03 PM R.E. NAME: AMBUEHL, DAVE 04-006034 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE E-PEG NON-COMPLIANCE -729,964.29 06 E-PEG NON-COMPLIANCE -729,964.30 06 E PEG NON-COMPLIANCE 729,964.29 07 E PEG NON-COMPLIANCE 729,964.30 07 PILE CONCRETE ANOMAL -394.00 11 PILE CONCRETE ANOMAL -4,000.00 11 THERMAL CONTROL -7,650.00 11 -12,044.00 -12,044.00 TOTAL DEDUCTIONS -12,044.00 -12,044.00 PROGRAM CAS145 PAGE 1 DATE 08/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006034 TIME 02:03 PM ESTIMATE NO. 11 BID OPENING 09/26/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/02 R.E. NAME: AMBUEHL, DAVE DATE OF THIS ESTIMATE 08/20/02 LOCATION PROGRESS ESTIMATE 04-CC-680-24.9/25.5 ----------------- 04-SOL-680-L0.1/0.7 KIEWIT PACIFIC CO IN SOLANO AND CONTRA COSTA COUNTIES 4585 PACHECO BLVD, SUITE 100 IN BENICIA AND MARTINEZ AT MARTINEZ, CA 94553 BENICIA-MARTINEZ BRIDGE FED. AID NO. ACIM-680 -1(54)56N CONSTRUCT NEW BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 ELECTRONIC MOBILE DAILY DIARY LS 28,000.0000 28,000.00 0.032 896.00 0.291 8,148.00 COMPUTER SYSTEM DATA DELIVERY 002 MODIFY MONITORING WELLS EA 5,000.0000 5,000.00 0.000 0.00 003 ABANDON MONITORING WELLS EA 1,000.0000 2,000.00 0.000 0.00 004 REMOVE ABANDONED 51 MM GAS LINE M 10.0000 2,100.00 0.000 0.00 005 REMOVE 254 MM WATER LINE (ASBESTOS) M 50.0000 11,500.00 265.000 13,250.00 006 ROADWAY EXCAVATION (HAZARDOUS) M3 250.0000 322,500.00 702.000 175,500.00 (S) 007 ROADWAY EXCAVATION (CONTAMINATED) M3 95.0000 400,900.00 3,376.000 320,720.00 (S) 008 TIME RELATED OVERHEAD LS 9363,453.0000 9,363,453.00 0.031 910,267.04 0.291 8,544,764.82 009 PROGRESS SCHEDULE (CRITICAL PATH) LS 50,000.0000 50,000.00 0.024 1,200.00 0.368 18,400.00 010 TRANSPORTATION FOR ENGINEER LS 300,000.0000 300,000.00 0.055 16,500.00 0.154 46,200.00 011 TEMPORARY FENCE (TYPE CL-1.8) M 15.0000 9,900.00 0.000 0.00 012 TEMPORARY HINGE TIEDOWN EA 4,000.0000 24,000.00 0.000 0.00 013 PREPARE STORM WATER POLLUTION LS 30,000.0000 30,000.00 0.010 300.00 0.820 24,600.00 PREVENTION PLAN 014 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 0.020 1,000.00 0.300 15,000.00 015 NON-STORM WATER DISCHARGE LS 80,000.0000 80,000.00 0.053 4,240.00 0.113 9,040.00 016 TEMPORARY SILT FENCE M 25.0000 12,000.00 0.000 0.00 017 TEMPORARY COVER M2 7.0000 42,000.00 2,041.000 14,287.00 018 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 7,500.00 3.000 1,500.00 019 TEMPORARY CONCRETE WASHOUT FACILITY LS 100,000.0000 100,000.00 0.031 3,100.00 0.291 29,100.00 020 TEMPORARY FENCE (TYPE ESA) M 35.0000 4,550.00 0.000 0.00 021 TEMPORARY ENTRANCE/EXIT EA 5,000.0000 30,000.00 2.000 10,000.00 022 FIBER ROLL CHECK DAM EA 1,700.0000 13,600.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 08/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006034 TIME 02:03 PM ESTIMATE NO. 11 BID OPENING 09/26/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/02 R.E. NAME: AMBUEHL, DAVE DATE OF THIS ESTIMATE 08/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 CONSTRUCTION AREA SIGNS LS 150,000.0000 150,000.00 1.000 150,000.00 024 TEMPORARY RAILING (TYPE K) M 175.0000 4,375.00 18.300 3,202.50 025 TEMPORARY RETAINING WALL LS 117,500.0000 117,500.00 0.700 82,250.00 026 REMOVE CHAIN LINK FENCE M 5.0000 1,450.00 0.000 0.00 027 REMOVE CHAIN LINK FENCE (TYPE CL-1.8 M 5.0000 1,250.00 1,152.000 5,760.00 WITH EXTENSION ARM AND 3-BARBED WIRES) 028 REMOVE TRAFFIC STRIPE M 1.5000 1,680.00 1,638.700 2,458.05 029 REMOVE PAVEMENT MARKING M2 20.0000 1,200.00 97.800 1,956.00 030 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 100.00 1.000 100.00 031 REMOVE ROADSIDE SIGN (METAL POST) EA 1,000.0000 1,000.00 2.000 2,000.00 032 RELOCATE SIGN PANEL EA 5,000.0000 5,000.00 0.000 0.00 033 MODIFY INLET EA 1,100.0000 1,100.00 0.000 0.00 034 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000.00 035 ROADWAY EXCAVATION M3 16.0000 211,200.00 8,348.800 133,580.80 036 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 037 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 17,000.00 170.000 17,000.00 (F) (HAZARDOUS) 038 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 9,500.00 95.000 9,500.00 (F) (CONTAMINATED) 039 STRUCTURE EXCAVATION (TYPE A) M3 150.0000 1,324,500.00 1,586.000 237,900.00 5,649.190 847,378.50 (F) 040 STRUCTURE EXCAVATION (TYPE A) M3 150.0000 375,000.00 2,500.000 375,000.00 (F) (SLAG AND CINDER) 041 STRUCTURE EXCAVATION (TYPE D) M3 600.0000 618,000.00 1,030.000 618,000.00 (F) 042 STRUCTURE EXCAVATION (TYPE D) M3 1,000.0000 86,000.00 86.000 86,000.00 86.000 86,000.00 (F) (CONTAMINATED) 043 STRUCTURE BACKFILL (BRIDGE) M3 25.0000 35,750.00 275.000 6,875.00 (F) 044 STRUCTURE BACKFILL (BRIDGE) M3 70.0000 154,000.00 0.000 0.00 (F) (LOW PERMEABLE) (0.7 MPA) 045 STRUCTURE BACKFILL (BRIDGE) M3 70.0000 25,970.00 0.000 0.00 (F) (LOW PERMEABLE) (6.9 MPA) 046 SAND BACKFILL M3 35.0000 96,950.00 0.000 0.00 (F) 047 DITCH EXCAVATION M3 125.0000 11,250.00 0.000 0.00 048 IMPORTED BORROW M3 35.0000 12,950.00 370.000 12,950.00 (50-MM LIGHTWEIGHT AGGREGATE) 049 IMPORTED BORROW M3 60.0000 2,700.00 329.000 19,740.00 (25-MM LIGHTWEIGHT AGGREGATE) PROGRAM CAS145 PAGE 3 DATE 08/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006034 TIME 02:03 PM ESTIMATE NO. 11 BID OPENING 09/26/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/02 R.E. NAME: AMBUEHL, DAVE DATE OF THIS ESTIMATE 08/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 EROSION CONTROL (BLANKET) M2 5.0000 2,200.00 0.000 0.00 051 FIBER ROLLS M 10.0000 9,700.00 0.000 0.00 052 STRAW (EROSION CONTROL) TONN 500.0000 2,800.00 0.000 0.00 053 FIBER (EROSION CONTROL) KG 5.0000 4,400.00 0.000 0.00 054 COMPOST (EROSION CONTROL) KG 5.0000 13,250.00 0.000 0.00 055 PURE LIVE SEED (EROSION CONTROL) KG 80.0000 7,200.00 0.000 0.00 056 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 5.0000 1,450.00 0.000 0.00 057 STABILIZING EMULSION (EROSION CONTROL) KG 5.0000 1,000.00 0.000 0.00 058 CLASS 4 AGGREGATE SUBBASE M3 20.0000 2,800.00 0.000 0.00 059 CLASS 3 AGGREGATE BASE M3 30.0000 18,600.00 0.000 0.00 060 ASPHALT TREATED PERMEABLE BASE M3 100.0000 3,000.00 0.000 0.00 061 ASPHALT CONCRETE (TYPE A) TONN 60.0000 67,200.00 1,370.860 82,251.60 062 ASPHALT CONCRETE (OPEN GRADED) TONN 100.0000 2,500.00 0.000 0.00 063 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 064 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 50.0000 3,000.00 21.200 1,060.00 AREA) 065 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,100.0000 419,100.00 364.730 401,203.00 (S) PILING 066 2.2 M CAST-IN-DRILLED-HOLE CONCRETE M 4,000.0000 8,880,000.00 16.500 66,000.00 16.500 66,000.00 (S) PILING (ROCK SOCKET) 067 2.5 M CAST-IN-DRILLED-HOLE CONCRETE M 2,000.0000 8,130,000.00 45.000 90,000.00 45.000 90,000.00 (S) PILING 068 2.5 M PERMANENT STEEL CASING M 6,100.0000 7,206,000.00 270.000 1,647,000.00 1,058.000 6,453,800.00 (S) 069 2.6 M CAST-IN-DRILLED-HOLE CONCRETE M 4,200.0000 1,222,200.00 7.500 31,500.00 298.700 1,254,540.00 (S) PILING 070 INSTALL SEISMIC MONITORING CASING LS 180,000.0000 180,000.00 0.000 0.00 (S) 071 PRESTRESSING HIGH STRENGTH ROD LS 1600,000.0000 1,600,000.00 0.000 0.00 (S) 072 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 073 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 074 SEAL COURSE CONCRETE M3 150.0000 240,900.00 53.000 7,950.00 242.000 36,300.00 075 TEST BLOCKS LS 70,000.0000 70,000.00 0.000 0.00 076 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 7,880,000.00 300.000 120,000.00 (F) PROGRAM CAS145 PAGE 4 DATE 08/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006034 TIME 02:03 PM ESTIMATE NO. 11 BID OPENING 09/26/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/02 R.E. NAME: AMBUEHL, DAVE DATE OF THIS ESTIMATE 08/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURAL CONCRETE, BRIDGE M3 600.0000 6,200,000.00 345.000 207,000.00 717.000 430,200.00 (F) 078 PRECAST PIER FOOTING FORM M3 2,700.0000 898,000.00 1,059.520 2,860,704.00 (SF) 079 STRUCTURAL CONCRETE, LIGHTWEIGHT M3 1,000.0000 1,600,000.00 0.000 0.00 (F) 080 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 40,800.00 0.000 0.00 (F) (TYPE N) 081 STRUCTURAL CONCRETE, FENDER M3 750.0000 547,500.00 0.000 0.00 (F) 082 MINOR CONCRETE (MINOR STRUCTURE) M3 1,300.0000 16,900.00 8.900 11,570.00 083 MINOR CONCRETE (PIPE ENCASEMENT) M3 300.0000 3,000.00 0.000 0.00 084 FRACTURED RIB TEXTURE M2 25.0000 41,500.00 0.000 0.00 (F) 085 GRIND BRIDGE DECK LS 355,000.0000 355,000.00 0.000 0.00 (S) 086 PTFE SPHERICAL BEARING (395 MM DIA) EA 10,000.0000 20,000.00 0.000 0.00 (S) 087 PTFE SPHERICAL BEARING (530 MM DIA) EA 17,000.0000 34,000.00 0.000 0.00 (S) 088 PTFE SPHERICAL BEARING (600 MM DIA) EA 19,000.0000 38,000.00 0.000 0.00 (S) 089 PTFE SPHERICAL BEARING (815 MM DIA) EA 34,000.0000 68,000.00 0.000 0.00 (S) 090 HINGE C AND D BEARING (TYPE I) EA 40,000.0000 640,000.00 0.000 0.00 (S) 091 HINGE C AND D BEARING (TYPE II) EA 40,000.0000 160,000.00 0.000 0.00 (S) 092 ELASTOMERIC BUMPERS LS 63,000.0000 63,000.00 0.000 0.00 (S) 093 JOINT SEAL (MR 20 MM) M 170.0000 4,250.00 0.000 0.00 (S) 094 JOINT SEAL ASSEMBLY (MR 321 MM - 400 MM) M 5,500.0000 137,500.00 0.000 0.00 (S) 095 JOINT SEAL ASSEMBLY (MR 900 MM) M 10,000.0000 250,000.00 0.000 0.00 (S) 096 JOINT SEAL ASSEMBLY (MR 1000 MM) M 13,000.0000 1,027,000.00 0.000 0.00 (S) 097 BAR REINFORCING STEEL (BRIDGE) KG 1.4000 702,000.00 204,548.000 286,367.20 693,996.500 971,595.10 (SF) 098 BAR REINFORCING STEEL (EPOXY COATED) KG 1.7500 8,050,000.00 530,566.000 928,490.50 534,841.680 935,972.94 (SF)(BRIDGE) 099 WELDED HEADED BAR REINFORCEMENT EA 13.0000 1,163,500.00 688.000 8,944.00 (SF) 100 WELDED HEADED BAR REINFORCEMENT EA 116.0000 4,373,200.00 2,456.000 284,896.00 4,240.000 491,840.00 (SF)(EPOXY COATED) 101 FURNISH STRUCTURAL STEEL (BRIDGE) KG 3.3000 955,020.00 0.000 0.00 (SF) 102 ERECT STRUCTURAL STEEL (BRIDGE) KG 1.1000 318,340.00 0.000 0.00 (SF) 103 FURNISH SIGN STRUCTURE (TRUSS) KG 2.2000 45,496.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 5 DATE 08/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006034 TIME 02:03 PM ESTIMATE NO. 11 BID OPENING 09/26/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/02 R.E. NAME: AMBUEHL, DAVE DATE OF THIS ESTIMATE 08/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 INSTALL SIGN STRUCTURE (TRUSS) KG 1.1000 22,748.00 0.000 0.00 (SF) 105 METAL (RAIL MOUNTED SIGN) KG 4.0000 2,800.00 0.000 0.00 106 ROADSIDE SIGN - ONE POST EA 200.0000 2,200.00 12.000 2,400.00 107 REINFORCED RECYCLED PLASTIC LUMBER M3 2,300.0000 1,817,000.00 0.000 0.00 (SF) 108 CLEAN AND PAINT STRUCTURAL STEEL LS 100,000.0000 100,000.00 0.200 20,000.00 (S) 109 300 MM ALTERNATIVE PIPE CULVERT (TYPE C) M 215.0000 6,450.00 19.000 4,085.00 110 450 MM ALTERNATIVE PIPE CULVERT M 175.0000 7,875.00 0.000 0.00 111 900 MM REINFORCED CONCRETE PIPE M 200.0000 16,000.00 78.000 15,600.00 112 3660 MM CORRUGATED STEEL PIPE M 570.0000 48,450.00 85.000 48,450.00 (SF) 113 100 MM PLASTIC PIPE (EDGE DRAIN) M 70.0000 1,050.00 0.000 0.00 114 300 MM ALTERNATIVE FLARED END SECTION EA 280.0000 840.00 0.000 0.00 115 450 MM ALTERNATIVE FLARED END SECTION EA 310.0000 620.00 0.000 0.00 116 ROCK SLOPE PROTECTION M3 250.0000 10,000.00 55.000 13,750.00 (FACING, METHOD B) 117 SUB-GRADE ENHANCEMENT FABRIC M2 12.5000 4,750.00 305.000 3,812.50 118 ROCK SLOPE PROTECTION FABRIC M2 20.0000 1,700.00 110.000 2,200.00 119 MINOR CONCRETE (CURB) M3 300.0000 600.00 2.000 600.00 120 MINOR CONCRETE (MISCELLANEOUS M3 250.0000 30,000.00 0.000 0.00 CONSTRUCTION) 121 MISCELLANEOUS IRON AND STEEL KG 7.2500 783.00 0.000 0.00 (F) 122 MISCELLANEOUS METAL (BRIDGE) KG 18.0000 529,740.00 0.000 0.00 (SF) 123 BRIDGE DECK DRAINAGE SYSTEM KG 10.5000 142,800.00 0.000 0.00 (SF) 124 MISCELLANEOUS METAL LS 835,000.0000 835,000.00 0.000 0.00 (S) (MAINTENANCE ACCESS) 125 MISCELLANEOUS METAL LS 1806,000.0000 1,806,000.00 0.000 0.00 (S) (MOVABLE INSPECTION PLATFORMS) 126 CHAIN LINK FENCE (TYPE CL-1.2, M 40.0000 1,400.00 30.000 1,200.00 VINYL-CLAD) 127 CHAIN LINK FENCE (TYPE CL-1.8) M 15.0000 13,500.00 0.000 0.00 128 CHAIN LINK FENCE (TYPE CL-1.8, WITH M 40.0000 10,000.00 783.200 31,328.00 EXTENSION ARM AND 3-BARBED WIRES) 129 FIBERGLASS GRATING M2 20.0000 5,200.00 0.000 0.00 (F) 130 FIBERGLASS REINFORCED PLASTIC DOOR FRAME EA 200.0000 2,200.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 6 DATE 08/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006034 TIME 02:03 PM ESTIMATE NO. 11 BID OPENING 09/26/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/02 R.E. NAME: AMBUEHL, DAVE DATE OF THIS ESTIMATE 08/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 0.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 200.0000 200.00 1.000 200.00 132 2.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 700.0000 700.00 0.000 0.00 133 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 1,000.00 3.000 3,000.00 134 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,000.0000 4,000.00 1.000 2,000.00 135 7.3 M CHAIN LINK GATE (TYPE CL-1.8) EA 3,000.0000 3,000.00 1.000 3,000.00 136 CONSTRUCTION SURVEYING LS 2350,000.0000 2,350,000.00 0.005 11,750.00 0.182 427,700.00 (S) 137 SURVEY MONUMENT EA 350.0000 10,150.00 0.000 0.00 (F) 138 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 30.0000 4,980.00 0.000 0.00 (SF) 139 TUBULAR HANDRAILING (MODIFIED) M 50.0000 9,100.00 0.000 0.00 (SF) 140 CONCRETE BARRIER (TYPE 25 MODIFIED) M 165.0000 758,010.00 0.000 0.00 (F) 141 CRASH CUSHION (REACT 350.9) EA 3,000.0000 3,000.00 0.000 0.00 142 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 7,500.00 146.700 7,335.00 (S) 143 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 17,250.00 1,081.600 3,244.80 (S) 144 150 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 440.00 105.000 420.00 (S) 145 200 MM THERMOPLASTIC TRAFFIC STRIPE M 5.0000 2,100.00 133.600 668.00 (S) 146 200 MM THERMOPLASTIC TRAFFIC STRIPE M 5.0000 4,250.00 0.000 0.00 (S) (BROKEN 3.66 M - 0.92 M) 147 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 510.00 248.700 746.10 (S) (BROKEN 3.66 M - 0.92 M) 148 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 4,500.00 0.000 0.00 (S) 149 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 3,950.00 11.000 55.00 (S) 150 SIGNAL AND LIGHTING (CITY) LS 127,000.0000 127,000.00 1.000 127,000.00 (S) 151 TRAFFIC OPERATIONS SYSTEM LS 991,000.0000 991,000.00 0.000 0.00 (S) 152 ELECTRICAL FACILITIES 1 LS 436,000.0000 436,000.00 0.068 29,648.00 0.128 55,808.00 (S) 153 ELECTRICAL FACILITIES 2 LS 823,000.0000 823,000.00 0.136 111,928.00 0.190 156,370.00 (S) 154 ELECTRICAL FACILITIES 3 LS 633,000.0000 633,000.00 0.000 0.00 (S) 155 ELECTRICAL FACILITIES 4 LS 768,000.0000 768,000.00 0.000 0.00 (S) 156 ELECTRICAL FACILITIES 5 LS 685,000.0000 685,000.00 0.000 0.00 (S) 157 ELECTRICAL FACILITIES 6 LS 292,000.0000 292,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 7 DATE 08/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006034 TIME 02:03 PM ESTIMATE NO. 11 BID OPENING 09/26/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/02 R.E. NAME: AMBUEHL, DAVE DATE OF THIS ESTIMATE 08/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 ELECTRICAL FACILITIES 7 LS 668,000.0000 668,000.00 0.000 0.00 (S) 159 ELECTRICAL FACILITIES 8 LS 503,000.0000 503,000.00 0.000 0.00 (S) 160 ELECTRICAL FACILITIES 9 LS 589,000.0000 589,000.00 0.000 0.00 (S) 161 PIER 3 SUBSTATION CONDUIT LAYOUT LS 132,000.0000 132,000.00 0.000 0.00 (S) 162 CONDUIT LAYOUT IN PIERS 6 THROUGH 8 LS 82,000.0000 82,000.00 0.000 0.00 (S) 163 CONDUIT LAYOUT 1N PIERS 9 THROUGH 15 LS 190,000.0000 190,000.00 0.000 0.00 (S) 164 PIER 3 SUBSTATION GROUNDING LAYOUT LS 60,000.0000 60,000.00 0.000 0.00 (S) 165 MARINE NAVIGATIONAL AIDS SYSTEM LS 351,000.0000 351,000.00 0.000 0.00 (S) 166 SEISMIC MONITORING SYSTEM LS 516,000.0000 516,000.00 0.003 1,548.00 167 HEALTH MONITORING SYSTEM LS 191,000.0000 191,000.00 0.000 0.00 168 HEALTH MONITORING SYSTEM LS 1823,000.0000 1,823,000.00 0.026 47,398.00 (SHIPPING CHANNEL SPAN) 169 RELOCATE PARK FACILITIES LS 4,600.0000 4,600.00 1.000 4,600.00 170 RELOCATE BUILDING LS 7,000.0000 7,000.00 1.000 7,000.00 171 BUILDING WORK LS 300,000.0000 300,000.00 0.000 0.00 172 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 173 LOAD TEST PILE LS 1660,000.0000 1,660,000.00 0.050 83,000.00 1.000 1,660,000.00 (S) 174 PRESTRESSING CAST-IN-PLACE CONCRETE LS 8000,000.0000 8,000,000.00 0.000 0.00 (S) 175 OVER REAM AND FILL M 1,500.0000 1,022,100.00 14.000 21,000.00 (S) (2.8 M MINIMUM DIAMETER) 176 OVER REAM AND FILL M 1,600.0000 158,720.00 0.000 0.00 (S) (3.2 M MINIMUM DIA) 177 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 178 ACCESS CHANNEL DREDGING M3 40.0000 1,240,000.00 31,491.730 1,259,669.20 179 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 5,000.0000 15,000.00 0.000 0.00 180 STRUCTURE EXCAVATION (BRIDGE) M3 85.0000 32,300.00 380.000 32,300.00 (F) PROGRAM CAS145 PAGE 8 DATE 08/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006034 TIME 02:03 PM ESTIMATE NO. 11 BID OPENING 09/26/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/02 R.E. NAME: AMBUEHL, DAVE DATE OF THIS ESTIMATE 08/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 5,046,932.74 29,884,728.91 ADJUSTMENT OF COMPENSATION -4,824.00 171,402.31 EXTRA WORK 58,931.69 569,172.01 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 5,101,040.43 30,625,303.23 181 MOBILIZATION LS 7764,200.0000 7,764,200.00 0.750 20,823,150.00 ORIGINAL CONTRACT AMOUNT 286,642,000.00 TOTAL WORK COMPLETED 5,101,040.43 51,448,453.23 MATERIALS ON HAND ON SITE 9,050,000.92 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -12,044.00 -12,044.00 TOTAL 5,088,996.43 60,486,410.15 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 10/31/01 1020 10/27/01 10/27/01 08/11/03 297 0 0 0 18% 29% PROGRESS IS SATISFACTORY AMBUEHL, DAVE RESIDENT ENGINEER PROGRAM CAS145 DATE 08/20/02