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 06/18/03 EST. NO.01 TIME 11:11 AM R.E. NAME: ROZGAY DEANNA 04-0435V4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 06/18/03 EST. NO.01 TIME 11:11 AM R.E. NAME: ROZGAY DEANNA 04-0435V4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 11:11 AM ESTIMATE NO. 01 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: ROZGAY DEANNA DATE OF THIS ESTIMATE 06/18/03 LOCATION PROGRESS ESTIMATE 04-SF-80-4.9/5.9 ----------------- TUTOR SALIBA CORP IN THE CITY AND COUNTY OF 15901 OIDCN ST SAN FRANCISCO FROM FIFTH STREET TO SYLMAR, CA 91342 SAN FRANCISCO OAKLAND BAY BRIDGE FED. AID NO. N O N E SEISMIC RETROFIT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 SURVEY OF EXISTING NON-HIGHWAY LS 250,000.0000 250,000.00 0.000 0.0 FACILITIES 002 SEWER VIDEO SURVEY LS 66,000.0000 66,000.00 0.000 0.0 003 VIBRATION MONITORING LS 460,000.0000 460,000.00 0.000 0.0 004 ELECTRONIC MOBILE DAILY DIARY SYSTEM LS 85,000.0000 85,000.00 0.000 0.0 DATA DELIVERY 005 PROGRESS SCHEDULE (CRITICAL PATH) LS 300,000.0000 300,000.00 0.000 0.0 006 TIME-RELATED OVERHEAD WDAY 21,000.0000 38,304,000.00 14.000 294,000.00 14.000 294,000.0 007 TEMPORARY SUPPORT, LOCATION A LS 100,000.0000 100,000.00 0.000 0.0 008 TEMPORARY SUPPORT, LOCATION B LS 869,000.0000 869,000.00 0.000 0.0 009 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 0.000 0.0 010 PREPARE STORM WATER POLLUTION LS 5,500.0000 5,500.00 0.000 0.0 (S) PREVENTION PLAN 011 WATER POLLUTION CONTROL LS 107,000.0000 107,000.00 0.000 0.0 (S) 012 TEMPORARY SILT FENCE LF 26.0000 46,800.00 0.000 0.0 (S) 013 TEMPORARY SILT FENCE FABRIC ALONG LF 6.5000 94,900.00 0.000 0.0 (S) CHAIN LINK FENCE 014 TEMPORARY ROCK BAG BARRIER LF 0.7500 10,950.00 0.000 0.0 (S) 015 TEMPORARY COVER SQYD 7.5000 18,750.00 0.000 0.0 (S) 016 TEMPORARY DRAINAGE INLET PROTECTION EA 610.0000 53,070.00 0.000 0.0 (S) 017 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,600.0000 75,600.00 0.000 0.0 (S) 018 TEMPORARY ENTRANCE/EXIT EA 2,000.0000 84,000.00 0.000 0.0 (S) 019 CONSTRUCTION AREA SIGNS LS 641,000.0000 641,000.00 0.000 0.0 (S) 020 TRAFFIC CONTROL SYSTEM LS 1727,000.0000 1,727,000.00 0.000 0.0 (S) 021 TYPE III BARRICADE EA 650.0000 8,450.00 0.000 0.0 (S) 022 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.0000 7,340.00 0.000 0.0 (S) PROGRAM CAS145 PAGE 2 DATE 06/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 11:11 AM ESTIMATE NO. 01 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: ROZGAY DEANNA DATE OF THIS ESTIMATE 06/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY PAVEMENT MARKER EA 3.0000 12,030.00 0.000 0.0 (S) (NON-REFLECTIVE) 024 TEMPORARY PAVEMENT MARKER EA 5.0000 75.00 0.000 0.0 (S) (RETROREFLECTIVE-SPECIAL TYPE C) 025 TEMPORARY PAVEMENT MARKER EA 5.0000 400.00 0.000 0.0 (S) (RETROREFLECTIVE-SPECIAL TYPE D) 026 TEMPORARY PAVEMENT MARKER EA 4.0000 7,160.00 0.000 0.0 (S) (RETROREFLECTIVE-SPECIAL TYPE G) 027 TEMPORARY PAVEMENT MARKER EA 5.0000 2,250.00 0.000 0.0 (S) (RETROREFLECTIVE-SPECIAL TYPE H) 028 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 10,925.00 0.000 0.0 (S) 029 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 6,600.00 0.000 0.0 (S) 030 TEMPORARY CHAIN LINK FENCE (TYPE CL-6) LF 8.0000 32,160.00 0.000 0.0 (S) 031 16' TEMPORARY CHAIN LINK GATE EA 800.0000 1,600.00 0.000 0.0 (S) (TYPE CL-6) 032 PORTABLE CHANGEABLE MESSAGE SIGN EA 27,000.0000 378,000.00 0.000 0.0 (S) 033 TEMPORARY RAILING (TYPE K) LF 19.0000 587,100.00 0.000 0.0 (S) 034 TEMPORARY CRASH CUSHION MODULE EA 266.0000 164,920.00 0.000 0.0 (S) 035 TEMPORARY TRAFFIC SCREEN LF 4.7000 137,240.00 0.000 0.0 (S) 036 PIN COLUMN LS 20,000.0000 20,000.00 0.000 0.0 037 ABANDON CULVERT EA 560.0000 25,200.00 0.000 0.0 038 ABANDON INLET EA 1,200.0000 2,400.00 0.000 0.0 039 ABANDON MANHOLE EA 1,200.0000 3,600.00 0.000 0.0 040 REMOVE CHAIN LINK FENCE LF 4.0000 27,760.00 0.000 0.0 041 REMOVE GATE EA 300.0000 3,300.00 0.000 0.0 042 REMOVE METAL BEAM GUARD RAILING LF 41.0000 14,350.00 0.000 0.0 043 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.0 044 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 11,200.00 0.000 0.0 045 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 3,140.00 0.000 0.0 (YELLOW) 046 REMOVE ROADSIDE SIGN EA 350.0000 33,250.00 0.000 0.0 047 REMOVE SIGN STRUCTURE EA 4,000.0000 36,000.00 0.000 0.0 048 REMOVE ASPHALT CONCRETE CY 51.0000 10,710.00 0.000 0.0 049 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 5,550.00 0.000 0.0 PROGRAM CAS145 PAGE 3 DATE 06/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 11:11 AM ESTIMATE NO. 01 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: ROZGAY DEANNA DATE OF THIS ESTIMATE 06/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CULVERT LF 41.0000 9,020.00 0.000 0.0 051 REMOVE INLET EA 1,100.0000 37,400.00 0.000 0.0 052 REMOVE SAN FRANCISCO MANHOLE EA 1,900.0000 1,900.00 0.000 0.0 053 RESET ROADSIDE SIGN EA 2,400.0000 2,400.00 0.000 0.0 054 PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.2000 227,140.00 0.000 0.0 (S) 055 REMOVE CONCRETE CY 56.0000 52,640.00 0.000 0.0 056 REMOVE CONCRETE BARRIER LF 10.0000 61,000.00 0.000 0.0 057 REMOVE CONCRETE BARRIER (TYPE K) LF 17.0000 12,920.00 0.000 0.0 058 REMOVE CRASH CUSHION EA 2,000.0000 14,000.00 0.000 0.0 059 REMOVE CRASH CUSHION (SAND FILLED) EA 182.0000 6,916.00 0.000 0.0 060 BRIDGE REMOVAL, LOCATION A LS 3500,000.0000 3,500,000.00 0.000 0.0 061 BRIDGE REMOVAL, LOCATION B LS 600,000.0000 600,000.00 0.000 0.0 062 BRIDGE REMOVAL, LOCATION C LS 200,000.0000 200,000.00 0.000 0.0 063 BRIDGE REMOVAL, LOCATION D LS 200,000.0000 200,000.00 0.000 0.0 064 BRIDGE REMOVAL, LOCATION E LS 600,000.0000 600,000.00 0.000 0.0 065 BRIDGE REMOVAL, LOCATION F LS 700,000.0000 700,000.00 0.000 0.0 066 BRIDGE REMOVAL, LOCATION G LS 100,000.0000 100,000.00 0.000 0.0 067 BRIDGE REMOVAL, LOCATION H LS 150,000.0000 150,000.00 0.000 0.0 068 BRIDGE REMOVAL, LOCATION I LS 500,000.0000 500,000.00 0.000 0.0 069 BRIDGE REMOVAL, LOCATION J LS 100,000.0000 100,000.00 0.000 0.0 070 BRIDGE REMOVAL, LOCATION M (STAGE 1) LS 500,000.0000 500,000.00 0.000 0.0 071 BRIDGE REMOVAL, LOCATION M (STAGE 2) LS 1750,000.0000 1,750,000.00 0.000 0.0 072 BRIDGE REMOVAL, LOCATION M (STAGE 3) LS 1000,000.0000 1,000,000.00 0.000 0.0 073 BRIDGE REMOVAL,LOCATION M (STAGE 4) LS 1000,000.0000 1,000,000.00 0.000 0.0 074 BRIDGE REMOVAL, LOCATION M (STAGE 5) LS 2000,000.0000 2,000,000.00 0.000 0.0 075 BRIDGE REMOVAL (PORTION), LOCATION N LS 100,000.0000 100,000.00 0.000 0.0 076 BRIDGE REMOVAL (PORTION), LOCATION O LS 30,000.0000 30,000.00 0.000 0.0 PROGRAM CAS145 PAGE 4 DATE 06/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 11:11 AM ESTIMATE NO. 01 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: ROZGAY DEANNA DATE OF THIS ESTIMATE 06/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 BRIDGE REMOVAL (PORTION), LOCATION K LS 5,000.0000 5,000.00 0.000 0.0 078 BRIDGE REMOVAL (PORTION), LOCATION L LS 500,000.0000 500,000.00 0.000 0.0 079 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 0.000 0.0 080 ROADWAY EXCAVATION (TYPE NH) CY 79.5000 458,715.00 0.000 0.0 081 ROADWAY EXCAVATION (TYPE NRH) CY 86.6000 803,648.00 0.000 0.0 082 ROADWAY EXCAVATION (TYPE RH) CY 280.0000 280,000.00 0.000 0.0 083 ROADWAY EXCAVATION (DETOUR REMOVAL) CY 37.0000 175,380.00 0.000 0.0 084 STRUCTURE EXCAVATION (UTILITY TRENCH) CY 13.0000 33,280.00 0.000 0.0 085 STRUCTURE EXCAVATION, TYPE NH CY 170.0000 88,060.00 0.000 0.0 (F) 086 STRUCTURE EXCAVATION, TYPE NH CY 51.0000 15,300.00 0.000 0.0 RETAINING WALL 087 STRUCTURE EXCAVATION, TYPE DNH CY 61.0000 6,222.00 0.000 0.0 (F) RETAINING WALL 088 STRUCTURE EXCAVATION (RETAINING WALL CY 129.0000 55,470.00 0.000 0.0 TYPE NRH) 089 STRUCTURE EXCAVATION, TYPE NRH CY 230.0000 310,040.00 0.000 0.0 (F) 090 STRUCTURE EXCAVATION, TYPE DNRH CY 314.0000 1,664,514.00 0.000 0.0 (F) 091 STRUCTURE EXCAVATION, TYPE DNH CY 53.0000 202,513.00 0.000 0.0 (F) 092 STRUCTURE EXCAVATION, TYPE RH CY 1,050.0000 165,900.00 0.000 0.0 (F) 093 STRUCTURE EXCAVATION, TYPE DNRH CY 2,600.0000 135,200.00 0.000 0.0 (F) RETAINING WALL 094 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 392.0000 168,560.00 0.000 0.0 (F) TYPE DNRH 095 STRUCTURE EXCAVATION (16"-42") PILING CY 89.0000 183,785.00 0.000 0.0 (F) TYPE DNH 096 STRUCTURE EXCAVATION (60"-84") PILING CY 90.0000 628,740.00 0.000 0.0 (F) TYPE DNH 097 STRUCTURE EXCAVATION (90"-108") PILING CY 89.5000 1,030,503.00 0.000 0.0 (F) TYPE DNH 098 STRUCTURE EXCAVATION (16"-42") PILING CY 199.0000 32,238.00 0.000 0.0 (F) TYPE DNRH 099 STRUCTURE EXCAVATION (60"-84") PILING CY 366.0000 404,796.00 0.000 0.0 (F) TYPE DNRH 100 STRUCTURE EXCAVATION (90"-108") PILING CY 379.0000 326,698.00 0.000 0.0 (F) TYPE DNRH 101 STRUCTURE EXCAVATION (60"-84") PILING CY 2,250.0000 9,000.00 0.000 0.0 (F) TYPE DRH 102 STRUCTURE BACKFILL (BRIDGE) CY 95.0000 495,330.00 0.000 0.0 (F) 103 STRUCTURE BACKFILL (RETAINING WALL) CY 53.0000 55,385.00 0.000 0.0 (F) PROGRAM CAS145 PAGE 5 DATE 06/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 11:11 AM ESTIMATE NO. 01 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: ROZGAY DEANNA DATE OF THIS ESTIMATE 06/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 PERVIOUS BACKFILL MATERIAL (RETAINING CY 216.0000 10,152.00 0.000 0.0 WALL) 105 SAND BACKFILL CY 568.0000 31,240.00 0.000 0.0 106 LEAN CONCRETE BACKFILL CY 684.0000 99,180.00 0.000 0.0 (F) 107 CLASS A CONCRETE BACKFILL CY 130.0000 6,500.00 0.000 0.0 (F) 108 DITCH EXCAVATION CY 123.0000 13,530.00 0.000 0.0 109 EARTH RETAINING STRUCTURE, LOCATION A SQFT 150.0000 457,500.00 0.000 0.0 (F) 110 EARTH RETAINING STRUCTURE, LOCATION B SQFT 150.0000 427,500.00 0.000 0.0 (F) 111 EARTH RETAINING STRUCTURE, LOCATION C SQFT 150.0000 759,000.00 0.000 0.0 (F) 112 IMPORTED BORROW CY 16.0000 107,360.00 0.000 0.0 113 LIGHTWEIGHT EMBANKMENT MATERIAL CY 205.0000 184,500.00 0.000 0.0 (CELLULAR CONCRETE) 114 IMPORTED TOPSOIL CY 22.5000 360,000.00 0.000 0.0 (S) 115 EROSION CONTROL (MULCH) CY 25.0000 62,500.00 0.000 0.0 (S) 116 STRAW (EROSION CONTROL) TON 500.0000 1,250.00 0.000 0.0 (S) 117 FIBER (EROSION CONTROL) LB 1.5000 525.00 0.000 0.0 (S) 118 FIBER ROLLS LF 2.0000 9,600.00 0.000 0.0 (S) 119 COMPOST (EROSION CONTROL) LB 2.0000 2,400.00 0.000 0.0 (S) 120 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,500.0000 6,000.00 0.000 0.0 (S) 121 PURE LIVE SEED (EROSION CONTROL) LB 20.0000 3,000.00 0.000 0.0 (S) 122 STABILIZING EMULSION (EROSION CONTROL) LB 2.0000 400.00 0.000 0.0 (S) 123 4" SUPPLY LINE (BRIDGE) LF 28.0000 33,600.00 0.000 0.0 124 6" SUPPLY LINE (BRIDGE) LF 121.0000 145,200.00 0.000 0.0 125 8" CORRUGATED HIGH DENSITY LF 32.0000 18,240.00 0.000 0.0 (S) POLYETHYLENE PIPE CONDUIT 126 10" CORRUGATED HIGH DENSITY LF 39.0000 7,020.00 0.000 0.0 (S) POLYETHYLENE PIPE CONDUIT 127 CLASS 4 AGGREGATE SUBBASE CY 44.0000 342,320.00 0.000 0.0 128 CLASS 3 AGGREGATE BASE CY 62.0000 323,640.00 0.000 0.0 129 ASPHALT TREATED PERMEABLE BASE CY 101.0000 151,500.00 0.000 0.0 130 ASPHALT CONCRETE (TYPE A) TON 81.0000 1,624,050.00 0.000 0.0 PROGRAM CAS145 PAGE 6 DATE 06/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 11:11 AM ESTIMATE NO. 01 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: ROZGAY DEANNA DATE OF THIS ESTIMATE 06/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 27.0000 30,510.00 0.000 0.0 AREA) 132 PLACE ASPHALT CONCRETE DIKE (TYPE A) LF 3.0000 1,290.00 0.000 0.0 133 PLACE ASPHALT CONCRETE DIKE (TYPE C) LF 3.0000 2,190.00 0.000 0.0 134 PLACE ASPHALT CONCRETE DIKE (TYPE F) LF 3.0000 1,500.00 0.000 0.0 135 DRILLED HOLE (24") LF 240.0000 223,200.00 0.000 0.0 136 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 30.0000 17,970.00 0.000 0.0 (S) 137 20" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 50.0000 15,200.00 0.000 0.0 (S) 138 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 75.0000 76,350.00 0.000 0.0 (S) 139 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 500.0000 1,732,500.00 0.000 0.0 (S) 140 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 165.0000 475,695.00 0.000 0.0 (S) 141 60" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 450.0000 523,350.00 0.000 0.0 (S) 142 72" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 500.0000 1,280,500.00 0.000 0.0 (S) 143 84" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 740.0000 2,292,520.00 0.000 0.0 (S) 144 90" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 870.0000 3,206,820.00 0.000 0.0 (S) 145 96" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,000.0000 2,887,000.00 0.000 0.0 (S) 146 108" CAST-IN-DRILLED-HOLE CONCRETE LF 1,500.0000 615,000.00 0.000 0.0 (S) PILING 147 30" CAST-IN-DRILLED-HOLE CONCRETE LF 142.0000 12,780.00 0.000 0.0 (S) PILING (ROCK SOCKET) 148 72" CAST-IN-DRILLED-HOLE CONCRETE LF 808.0000 357,944.00 0.000 0.0 (S) PILING (ROCK SOCKET) 149 84" CAST-IN-DRILLED-HOLE CONCRETE LF 1,093.0000 91,812.00 0.000 0.0 (S) PILING (ROCK SOCKET) 150 90" CAST-IN-DRILLED-HOLE CONCRETE LF 1,264.0000 350,128.00 0.000 0.0 (S) PILING (ROCK SOCKET) 151 96" CAST-IN-DRILLED-HOLE CONCRETE LF 1,412.0000 1,486,836.00 0.000 0.0 (S) PILING (ROCK SOCKET) 152 108" CAST-IN-DRILLED-HOLE CONCRETE LF 1,798.0000 1,569,654.00 0.000 0.0 (S) PILING (ROCK SOCKET) 153 36" CAST-IN-DRILLED-HOLE CONCRETE LF 215.0000 10,750.00 0.000 0.0 (S) PILING (ROCK SOCKET) 154 36" PERMANENT STEEL CASING LF 200.0000 350,000.00 0.000 0.0 (S) 155 42" PERMANENT STEEL CASING LF 240.0000 124,800.00 0.000 0.0 (S) 156 90" PERMANENT STEEL CASING LF 600.0000 758,400.00 0.000 0.0 (S) 157 96" PERMANENT STEEL CASING LF 800.0000 998,400.00 0.000 0.0 (S) PROGRAM CAS145 PAGE 7 DATE 06/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 11:11 AM ESTIMATE NO. 01 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: ROZGAY DEANNA DATE OF THIS ESTIMATE 06/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 102" PERMANENT STEEL CASING LF 900.0000 381,600.00 0.000 0.0 (S) 159 FURNISH PILING (CLASS 70) LF 25.0000 6,675.00 0.000 0.0 160 DRIVE PILE (CLASS 70) EA 6,900.0000 55,200.00 0.000 0.0 (S) 161 STEEL SOLDIER PILE (W18 X 76) LF 41.0000 35,875.00 0.000 0.0 (F) 162 FURNISH 36" CAST-IN-STEEL SHELL LF 50.0000 128,750.00 0.000 0.0 CONCRETE PILING 163 DRIVE 36" CAST-IN-STEEL SHELL CONCRETE EA 5,500.0000 192,500.00 0.000 0.0 (S) PILE 164 PRESTRESSING CAST-IN-PLACE CONCRETE LS 2200,000.0000 2,200,000.00 0.000 0.0 (S) 165 PRESTRESSING (LOCATION A) LS 3,000.0000 3,000.00 0.000 0.0 (S) 166 PRESTRESSING (LOCATION B) LS 43,000.0000 43,000.00 0.000 0.0 (S) 167 PRESTRESSING (LOCATION C) LS 589,000.0000 589,000.00 0.000 0.0 (S) 168 PRESTRESSING (LOCATION D) LS 10,200.0000 10,200.00 0.000 0.0 169 TIEDOWN ANCHOR EA 6,900.0000 420,900.00 0.000 0.0 (S) 170 CATHODIC PROTECTION LS 30,000.0000 30,000.00 0.000 0.0 171 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 229.0000 542,501.00 0.000 0.0 (F) 172 STRUCTURAL CONCRETE, BRIDGE CY 378.0000 26,205,228.00 0.000 0.0 (F) 173 STRUCTURAL CONCRETE, RETAINING WALL CY 437.0000 265,696.00 0.000 0.0 (F) 174 STRUCTURAL CONCRETE, APPROACH SLAB CY 441.0000 128,331.00 0.000 0.0 (F) (TYPE N) 175 CLASS B CONCRETE (BACKFILL) CY 147.0000 49,980.00 0.000 0.0 176 CLASS D CONCRETE (BACKFILL) CY 129.0000 8,256.00 0.000 0.0 177 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 147,750.00 0.000 0.0 (F) 178 SAN FRANCISCO MANHOLE EA 5,700.0000 17,100.00 0.000 0.0 (S) 179 SAN FRANCISCO STORM WATER INLET EA 3,000.0000 6,000.00 0.000 0.0 (S) 180 ARCHITECTURAL SURFACE (FIRST STREET SQFT 128.0000 353,280.00 0.000 0.0 RETAINING WALL) 181 ARCHITECTURAL SURFACE (RETAINING WALL SQFT 22.0000 6,600.00 0.000 0.0 NO. 2) 182 ARCHITECTURAL SURFACE (RETAINING WALL SQFT 10.0000 16,600.00 0.000 0.0 NO. 3) 183 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.0 184 DRILL AND BOND DOWEL LF 10.0000 144,900.00 0.000 0.0 PROGRAM CAS145 PAGE 8 DATE 06/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 11:11 AM ESTIMATE NO. 01 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: ROZGAY DEANNA DATE OF THIS ESTIMATE 06/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 25.0000 52,800.00 0.000 0.0 186 ROCK ANCHOR EA 91.0000 5,096.00 0.000 0.0 187 SPIN-LOCK CONCRETE ANCHORS LS 170,000.0000 170,000.00 0.000 0.0 (S) 188 CORE CONCRETE (3") LF 90.0000 9,900.00 0.000 0.0 (S) 189 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.0 190 CORE CONCRETE (8") & GROUT STEEL PIPE LF 181.0000 11,222.00 0.000 0.0 (S) 191 CORE CONCRETE (3 1/2") LF 30.0000 21,150.00 0.000 0.0 (S) 192 CORE CONCRETE (5") LF 100.0000 400.00 0.000 0.0 (S) 193 CORE CONCRETE (1") & PRESSURE LF 60.0000 7,200.00 0.000 0.0 (S) GROUT DOWEL 194 CORE CONCRETE (1 1/2") LF 30.0000 19,050.00 0.000 0.0 (S) 195 CORE CONCRETE (1 1/2") & PRESSURE LF 33.0000 52,206.00 0.000 0.0 (S) GROUT DOWEL 196 CORE CONCRETE (1 3/4") LF 20.0000 4,860.00 0.000 0.0 (S) 197 CORE CONCRETE (2") & PRESSURE LF 30.0000 87,900.00 0.000 0.0 (S) GROUT DOWEL 198 CORE CONCRETE (2 1/2") LF 90.0000 10,260.00 0.000 0.0 (S) 199 REPLACE BEARING EA 27,400.0000 54,800.00 0.000 0.0 200 PTFE SPHERICAL BEARING EA 3,150.0000 396,900.00 0.000 0.0 (S) 201 GROUT CY 500.0000 26,000.00 0.000 0.0 202 JOINT SEAL (MR 1/2") LF 26.0000 8,528.00 0.000 0.0 203 JOINT SEAL (MR = 1") LF 28.0000 6,944.00 0.000 0.0 (S) 204 JOINT SEAL (TYPE B-MR 1 1/2") LF 60.0000 3,060.00 0.000 0.0 (S) 205 JOINT SEAL (MR = 2") LF 60.0000 3,600.00 0.000 0.0 (S) 206 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 120.0000 8,040.00 0.000 0.0 (S) 207 JOINT SEAL ASSEMBLY (MR 3") LF 120.0000 26,280.00 0.000 0.0 (S) 208 JOINT SEAL ASSEMBLY (MR 3 1/2") LF 185.0000 36,075.00 0.000 0.0 (S) 209 JOINT SEAL ASSEMBLY (MR 4") LF 150.0000 14,400.00 0.000 0.0 (S) 210 JOINT SEAL ASSEMBLY (MR 4 1/2") LF 188.0000 98,700.00 0.000 0.0 (S) 211 JOINT SEAL ASSEMBLY (MR 5") LF 410.0000 78,310.00 0.000 0.0 (S) PROGRAM CAS145 PAGE 9 DATE 06/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 11:11 AM ESTIMATE NO. 01 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: ROZGAY DEANNA DATE OF THIS ESTIMATE 06/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 JOINT SEAL ASSEMBLY (MR 5 1/2") LF 580.0000 32,480.00 0.000 0.0 (S) 213 JOINT SEAL ASSEMBLY (MR 6") LF 460.0000 83,720.00 0.000 0.0 (S) 214 JOINT SEAL (TYPE AL) LF 12.0000 4,332.00 0.000 0.0 215 JOINT SEAL ASSEMBLY (MR 7") LF 580.0000 21,460.00 0.000 0.0 (S) 216 BAR REINFORCING STEEL (BRIDGE) LB 0.5000 15,767,950.00 0.000 0.0 (SF) 217 BAR REINFORCING STEEL (RETAINING WALL) LB 0.6000 25,695.60 0.000 0.0 (SF) 218 HEADED BAR REINFORCEMENT EA 3.0000 114,108.00 0.000 0.0 (SF) 219 SHOTCRETE CY 534.0000 29,370.00 0.000 0.0 (F) 220 ASPHALT MEMBRANE WATERPROOFING SQFT 10.0000 3,100.00 0.000 0.0 (F) 221 COLUMN CASING LB 4.0000 916,000.00 0.000 0.0 (SF) 222 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.9700 3,126,981.00 0.000 0.0 (SF) 223 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.2300 365,079.00 0.000 0.0 (SF) 224 ISOLATION CASING LB 3.8100 1,525,143.00 0.000 0.0 (SF) 225 FURNISH SIGN STRUCTURE (TRUSS) LB 2.5000 321,475.00 0.000 0.0 (F) 226 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 64,295.00 0.000 0.0 (SF) 227 METAL (RAIL MOUNTED SIGN) LB 4.3000 29,326.00 0.000 0.0 (S) 228 ROADSIDE SIGN - ONE POST EA 418.0000 19,228.00 0.000 0.0 (S) 229 ROADSIDE SIGN - TWO POST EA 600.0000 7,200.00 0.000 0.0 (S) 230 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 465.0000 4,185.00 0.000 0.0 METHOD) 231 INSTALL SELF ADHESIVE SIGN PANEL EA 1,084.0000 21,680.00 0.000 0.0 (SF) 232 INSTALL SIGN PANEL ON EXISTING STRUCTURE SQFT 8.0000 4,680.00 0.000 0.0 (SF) 233 TREATED LUMBER AND TIMBER MFBM 5,500.0000 66,000.00 0.000 0.0 (F) 234 CLEAN AND PAINT STRUCTURAL STEEL LS 750,000.0000 750,000.00 0.000 0.0 (S) 235 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 65.0000 9,360.00 0.000 0.0 (SF) 236 WORK AREA MONITORING LS 36,000.0000 36,000.00 0.000 0.0 237 12" ALTERNATIVE PIPE CULVERT LF 113.0000 150,290.00 0.000 0.0 238 18" ALTERNATIVE PIPE CULVERT LF 192.0000 458,880.00 0.000 0.0 PROGRAM CAS145 PAGE 10 DATE 06/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 11:11 AM ESTIMATE NO. 01 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: ROZGAY DEANNA DATE OF THIS ESTIMATE 06/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 36" CORRUGATED STEEL PIPE (.109" THICK) LF 133.0000 1,197.00 0.000 0.0 240 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 95.0000 5,130.00 0.000 0.0 (.109" THICK) 241 GRATED LINE DRAIN LF 91.0000 7,553.00 0.000 0.0 242 3" WELDED STEEL PIPE CLEANOUT EA 1,020.0000 2,040.00 0.000 0.0 243 6" WELDED STEEL PIPE (.134" THICK) LF 93.0000 15,810.00 0.000 0.0 244 10" VITRIFIED CLAY PIPE LF 205.0000 16,810.00 0.000 0.0 (S) 245 12" VITRIFIED CLAY PIPE LF 191.0000 18,336.00 0.000 0.0 (S) 246 18" VITRIFIED CLAY PIPE LF 260.0000 67,600.00 0.000 0.0 (S) 247 MINOR CONCRETE (DITCH LINING) CY 394.0000 25,216.00 0.000 0.0 248 MINOR CONCRETE (MISCELLANEOUS CY 315.0000 220,500.00 0.000 0.0 CONSTRUCTION) 249 MINOR CONCRETE (GUTTER) LF 12.0000 3,996.00 0.000 0.0 (F) 250 MISCELLANEOUS IRON AND STEEL LB 0.6000 12,118.80 0.000 0.0 (SF) 251 MISCELLANEOUS METAL LB 3.4000 266,900.00 0.000 0.0 (SF)(RESTRAINER - PIPE TYPE) 252 MISCELLANEOUS METAL LB 6.2000 159,340.00 0.000 0.0 (SF)(RESTRAINER - CABLE TYPE) 253 MISCELLANEOUS METAL (BRIDGE) LB 3.5000 2,166,766.00 0.000 0.0 (SF) 254 BRIDGE DECK DRAINAGE SYSTEM LB 4.8000 402,672.00 0.000 0.0 (SF) 255 CLOCK TOWER SCREEN LF 478.0000 57,360.00 0.000 0.0 (F) 256 CHAIN LINK FENCE (TYPE CL-6) LF 8.0000 56,000.00 0.000 0.0 (S) 257 16' CHAIN LINK GATE (TYPE CL-6) EA 800.0000 800.00 0.000 0.0 (S) 258 20' CHAIN LINK GATE (TYPE CL-6) EA 1,000.0000 5,000.00 0.000 0.0 (S) 259 24' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 4,500.00 0.000 0.0 (S) 260 DELINEATOR (CLASS 1) EA 30.0000 4,800.00 0.000 0.0 261 METAL BEAM GUARD RAILING LF 20.0000 15,600.00 0.000 0.0 (S) 262 CONCRETE BARRIER (TYPE 27) LF 111.0000 65,157.00 0.000 0.0 (F) 263 CONCRETE BARRIER (TYPE 27 MODIFIED) LF 41.0000 24,067.00 0.000 0.0 (F) 264 CABLE RAILING LF 25.0000 8,325.00 0.000 0.0 (F) 265 TERMINAL SYSTEM (TYPE ET) EA 300.0000 2,700.00 0.000 0.0 (S) PROGRAM CAS145 PAGE 11 DATE 06/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 11:11 AM ESTIMATE NO. 01 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: ROZGAY DEANNA DATE OF THIS ESTIMATE 06/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 266 TERMINAL SYSTEM (TYPE SRT) EA 300.0000 1,800.00 0.000 0.0 (S) 267 CRASH CUSHION (ADIEM) EA 3,000.0000 36,000.00 0.000 0.0 (S) 268 CONCRETE BARRIER (TYPE 60) LF 55.0000 237,600.00 0.000 0.0 269 CONCRETE BARRIER (TYPE 60A) LF 48.0000 84,480.00 0.000 0.0 270 CONCRETE BARRIER (TYPE 60C) LF 52.0000 90,116.00 0.000 0.0 271 CONCRETE BARRIER (TYPE 60D) LF 18.0000 6,948.00 0.000 0.0 (F) 272 CONCRETE BARRIER (TYPE 732) LF 75.0000 102,450.00 0.000 0.0 (F) 273 CONCRETE BARRIER (TYPE 732 MOD) LF 55.0000 1,408,935.00 0.000 0.0 (F) 274 CONCRETE BARRIER LF 207.0000 9,315.00 0.000 0.0 (F) (ANCHORAGE RECONSTRUCTION) 275 CONCRETE BARRIER (TYPE 732A) LF 59.0000 5,664.00 0.000 0.0 (F) 276 CONCRETE BARRIER (TYPE 736A) LF 57.0000 12,597.00 0.000 0.0 (SF) 277 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 19,150.00 0.000 0.0 (S) 278 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 240.00 0.000 0.0 (S) 279 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 12,200.00 0.000 0.0 (S) 280 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 3,885.00 0.000 0.0 (S) (BROKEN 12-3) 281 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 34,800.00 0.000 0.0 (S) 282 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 20,200.00 0.000 0.0 (S) (BROKEN 17-7) 283 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 7,110.00 0.000 0.0 (S) 284 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 4.0000 480.00 0.000 0.0 (S) TYPE C) 285 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 4.0000 800.00 0.000 0.0 (S) TYPE D) 286 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 3.0000 4,350.00 0.000 0.0 (S) TYPE G) 287 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 3.0000 1,800.00 0.000 0.0 (S) TYPE H) 288 LIGHTING (CITY STREET) LS 100,000.0000 100,000.00 0.000 0.0 (S) 289 LIGHTING (PARKING LOT) LS 175,000.0000 175,000.00 0.000 0.0 (S) 290 LIGHTING AND SIGN ILLUMINATION LS 415,000.0000 415,000.00 0.000 0.0 (S) 291 LIGHTING AND SIGN ILLUMINATION LS 1500,000.0000 1,500,000.00 0.000 0.0 (S) (STAGE CONSTRUCTION) 292 ELECTRIC SERVICE (IRRIGATION) LS 30,000.0000 30,000.00 0.000 0.0 (S) PROGRAM CAS145 PAGE 12 DATE 06/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 11:11 AM ESTIMATE NO. 01 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: ROZGAY DEANNA DATE OF THIS ESTIMATE 06/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 293 TRAFFIC OPERATIONS SYSTEM LS 550,000.0000 550,000.00 0.000 0.0 (S) 294 MICROWAVE VEHICLE DETECTION SENSOR EA 11,200.0000 280,000.00 0.000 0.0 (S) (MVDS) TYPE A 295 MICROWAVE VEHICLE DETECTION SENSOR EA 9,200.0000 46,000.00 0.000 0.0 (S) (MVDS) TYPE B 296 TRAFFIC OPERATIONS SYSTEM LS 600,000.0000 600,000.00 0.000 0.0 (S) (STAGE CONSTRUCTION) 297 CAMERA UNIT EA 7,500.0000 7,500.00 0.000 0.0 (S) 298 PAN/TILT UNIT EA 1,500.0000 1,500.00 0.000 0.0 (S) 299 SIGNAL & LIGHTING (CITY STREET) MODIFY LS 60,000.0000 60,000.00 0.000 0.0 (S) LOCATION 1 300 SIGNAL & LIGHTING (CITY STREET) MODIFY LS 90,000.0000 90,000.00 0.000 0.0 (S) LOCATION 2 301 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.0 302 BRIDGE REMOVAL (PORTION), LOCATION P LS 100,000.0000 100,000.00 0.000 0.0 303 REFINISH BRIDGE DECK SQFT 15.0000 12,510.00 0.000 0.0 304 ISOLATION JOINT CASING EA 142,600.0000 1,711,200.00 0.000 0.0 305 PERMEABLE MATERIAL (BRIDGE) CY 50.0000 14,250.00 0.000 0.0 306 8" PERFORATED STEEL PIPE UNDERDRAIN LF 27.0000 16,200.00 0.000 0.0 (0.064" THICK) 307 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.0 308 STRUCTURE EXCAVATION (TYPE DRH) CY 579.0000 10,422.00 0.000 0.0 309 NEOPRENE JOINT SEAL LF 20.0000 1,620.00 0.000 0.0 310 FURNISH POLYESTER CONCRETE CF 25.0000 675.00 0.000 0.0 311 PLACE POLYESTER CONCRETE SQFT 15.0000 2,430.00 0.000 0.0 PROGRAM CAS145 PAGE 13 DATE 06/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 11:11 AM ESTIMATE NO. 01 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: ROZGAY DEANNA DATE OF THIS ESTIMATE 06/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 294,000.00 294,000.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 294,000.00 294,000.00 312 MOBILIZATION LS 8000,000.0000 18,000,000.00 0.000 0.0 ORIGINAL CONTRACT AMOUNT 177,878,840.40 TOTAL WORK COMPLETED 294,000.00 294,000.00 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 294,000.00 294,000.00 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 312 MOBILIZATION 17,787,884.04 18,000,000.00 212,115.96 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 06/16/03 1824 06/07/03 00/00/00 10/02/08 14 0 0 0 0% 1% PROGRESS IS SATISFACTORY ROZGAY DEANNA RESIDENT ENGINEER PROGRAM CAS145 DATE 06/18/03