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 06/17/03 EST. NO.10 TIME 12:11 PM R.E. NAME: SHEDD B. WILLIAM 04-006054 --------------------------------------------------------------------------- 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 0063 916.68 E.W. @ F.A.(+) 042503 N 0213.0 0064 544.21 120602 Y 0021.0 0065 592.53 042803 Y 0203.0 0066 225.09 042903 Y 0204.0 0067 645.71 050103 N 0205.0 004 0004 650.00 E.W. @ F.A.(+) 051403 N 0209.0 005 0029 5,343.54 E.W. @ F.A.(+) 112002 Y 0181.0 8,917.76 TOTAL THIS ESTIMATE 50,458.94 TOTAL PREVIOUS ESTIMATE 59,376.70 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 06/17/03 EST. NO.10 TIME 12:11 PM R.E. NAME: SHEDD B. WILLIAM 04-006054 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE EPEG DATA NOT SUBMIT -214,371.70 06 CPM-RETAIN 25% -425,302.25 07 RETURN EST. # 6 214,371.70 07 SWPPP - RETAIN 25% -425,302.25 07 CPM - RETAIN 25% -406,827.23 08 RETURN CPM -25% 425,302.25 08 RETURN SWPPP - 25% 425,302.25 08 RETURN CPM -25% 406,827.23 09 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 06/17/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006054 TIME 12:11 PM ESTIMATE NO. 10 BID OPENING 07/16/02 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: SHEDD B. WILLIAM DATE OF THIS ESTIMATE 06/17/03 LOCATION PROGRESS ESTIMATE 04-CC-680-23.9/24.9 ----------------- FCI CONSTRUCTORS INC. IN CONTRA COSTA COUNTY IN AND NEAR 2100 GOODYEAR ROAD MARTINEZ FROM 0.5 KM SOUTH OF BENICIA, CA. 94510 MOCOCO OVERHEAD TO BENICIA MARTINEZ BRIDGE AND OVERHEAD FED. AID NO. ACIM-680 -1(54)N RECONSTRUCT EXISTING FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 TEMPORARY HIGH VISIBILITY BOUNDARY FENCE M 6.0000 4,800.00 592.000 3,552.0 002 PROGRESS SCHEDULE (CRITICAL PATH) LS 13,500.0000 13,500.00 0.077 1,039.50 0.354 4,779.0 003 TIME-RELATED OVERHEAD WDAY 6,000.0000 3,180,000.00 22.000 132,000.00 154.000 924,000.0 004 ELECTRONIC MOBILE DAILY DIARY COMPUTER LS 3,500.0000 3,500.00 0.042 147.00 0.368 1,288.0 SYSTEM DATA DELIVERY 005 450 MM TEMPORARY CULVERT M 135.0000 43,200.00 280.200 37,827.0 006 600 MM TEMPORARY CULVERT M 170.0000 5,780.00 0.000 0.0 007 NON-STORM WATER DISCHARGE LS 250,000.0000 250,000.00 0.100 25,000.00 0.300 75,000.0 008 PREPARE STORM WATER POLLUTION LS 6,500.0000 6,500.00 0.750 4,875.0 PREVENTION PLAN 009 WATER POLLUTION CONTROL LS 60,000.0000 60,000.00 0.380 22,800.0 010 TEMPORARY COVER LS 10,000.0000 10,000.00 0.380 3,800.0 011 TEMPORARY FENCE (TYPE ESA) M 4.0000 9,520.00 1,674.000 6,696.0 012 TEMPORARY EROSION CONTROL M2 0.7000 9,450.00 0.000 0.0 (S) 013 TEMPORARY SILT FENCE M 4.0000 11,000.00 1,230.000 4,920.0 014 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 27,000.00 5.000 15,000.0 015 TEMPORARY ENTRANCE/EXITS LS 15,000.0000 15,000.00 0.300 4,500.0 016 PHOTO SURVEY OF EXISTING NON-HIGHWAY LS 9,000.0000 9,000.00 0.000 0.0 FACILITIES 017 CONSTRUCTION AREA SIGNS LS 25,180.0000 25,180.00 0.720 18,129.6 (S) 018 TRAFFIC CONTROL SYSTEM LS 190,000.0000 190,000.00 0.016 3,040.00 0.136 25,840.0 (S) 019 TYPE III BARRICADE EA 180.0000 1,440.00 0.000 0.0 (S) 020 TEMPORARY TRAFFIC STRIPE (TAPE) M 8.2500 103,950.00 6,453.050 53,237.6 (S) 021 TEMPORARY PAVEMENT MARKING (TAPE) M2 195.0000 42,900.00 130.050 25,359.7 (S) 022 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 8,400.00 148.000 4,440.0 (S) PROGRAM CAS145 PAGE 2 DATE 06/17/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006054 TIME 12:11 PM ESTIMATE NO. 10 BID OPENING 07/16/02 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: SHEDD B. WILLIAM DATE OF THIS ESTIMATE 06/17/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 735.00 0.000 0.0 (S) (LEFT IN PLACE) 024 TEMPORARY PAVEMENT MARKER EA 3.5000 3,045.00 477.000 1,669.5 025 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,800.0000 88,000.00 2.500 22,000.0 (S) 026 TEMPORARY RAILING (TYPE K) M 18.5000 95,460.00 689.000 12,746.50 3,651.620 67,554.9 027 TEMPORARY CRASH CUSHION MODULE EA 175.0000 35,000.00 98.000 17,150.0 (S) 028 ABANDON CULVERT M 70.0000 2,800.00 0.000 0.0 029 REMOVE CHAIN LINK FENCE M 13.0000 741.00 0.000 0.0 030 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 2.0000 1,100.00 284.000 568.0 031 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 18.7500 75,562.50 683.000 12,806.25 3,426.040 64,238.2 STRIPE 032 REMOVE PAINTED TRAFFIC STRIPE M 3.2500 3,900.00 527.600 1,714.7 033 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.7000 23,218.00 1,245.000 5,851.50 4,145.400 19,483.3 034 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 45.0000 4,365.00 16.060 722.7 035 REMOVE PAVEMENT MARKER EA 1.8500 4,791.50 773.000 1,430.05 2,263.000 4,186.5 036 REMOVE ROADSIDE SIGN EA 150.0000 3,450.00 0.000 0.0 037 REMOVE ROADSIDE SIGN EA 100.0000 100.00 0.000 0.0 (STRAP AND SADDLE BRACKET METHOD) 038 REMOVE SIGN STRUCTURE EA 3,600.0000 3,600.00 0.000 0.0 039 REMOVE ASPHALT CONCRETE DIKE M 21.0000 6,300.00 187.300 3,933.3 040 REMOVE CULVERT M 48.0000 6,240.00 0.000 0.0 041 CLEAN 1650 MM DRAINAGE FACILITY EA 6,000.0000 6,000.00 0.000 0.0 (S) 042 CLEAN 840 MM DRAINAGE FACILITY EA 13,000.0000 13,000.00 0.000 0.0 043 REMOVE INLET EA 750.0000 3,000.00 0.000 0.0 044 REMOVE HEADWALL EA 745.0000 1,490.00 0.000 0.0 045 REMOVE ASPHALT CONCRETE SURFACING M3 40.0000 32,400.00 84.000 3,360.0 046 REMOVE BASE AND SURFACING M3 19.0000 10,260.00 265.000 5,035.0 047 REMOVE CONCRETE DECK SURFACE M2 22.2000 9,990.00 0.000 0.0 048 SALVAGE METAL BEAM GUARD RAILING M 25.0000 3,500.00 46.000 1,150.00 46.000 1,150.0 049 RELOCATE CONCRETE BARRIER (TYPE K) M 11.2000 9,856.00 -414.000 -4,636.80 366.000 4,099.2 PROGRAM CAS145 PAGE 3 DATE 06/17/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006054 TIME 12:11 PM ESTIMATE NO. 10 BID OPENING 07/16/02 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: SHEDD B. WILLIAM DATE OF THIS ESTIMATE 06/17/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 600.00 0.000 0.0 051 ADJUST INLET EA 2,000.0000 2,000.00 0.000 0.0 052 ADJUST FRAME AND COVER TO GRADE EA 1,220.0000 14,640.00 0.000 0.0 053 PLANE ASPHALT CONCRETE PAVEMENT M2 25.1000 21,586.00 146.000 3,664.6 (S) 054 REMOVE CONCRETE M3 136.0000 1,224.00 0.000 0.0 055 CAP INLET EA 960.0000 1,920.00 0.000 0.0 056 BRIDGE REMOVAL (PORTION) LS 10,000.0000 10,000.00 0.920 9,200.0 057 SALVAGE CRASH CUSHION EA 1,490.0000 1,490.00 0.000 0.0 058 CLEARING AND GRUBBING LS 23,000.0000 23,000.00 0.650 14,950.0 059 ROADWAY EXCAVATION M3 26.0000 1,406,600.00 4,181.000 108,706.0 060 ROADWAY EXCAVATION (SLAG AND CINDER) M3 184.0000 4,232.00 0.000 0.0 061 ROADWAY EXCAVATION (HAZARDOUS) M3 132.0000 35,640.00 270.000 35,640.0 062 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 0.850 2,550.0 063 STRUCTURE EXCAVATION (BRIDGE) M3 190.0000 318,250.00 1,000.000 190,000.0 (F) 064 STRUCTURE EXCAVATION (HAZARDOUS) M3 270.0000 55,080.00 118.000 31,860.0 (F) 065 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 74,500.00 240.000 12,000.0 (F) 066 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 27.0000 4,320.00 0.000 0.0 (F) 067 STRUCTURE BACKFILL (BRIDGE) M3 48.0000 69,312.00 0.000 0.0 (F) 068 STRUCTURE BACKFILL (RETAINING WALL) M3 33.0000 78,243.00 0.000 0.0 (F) 069 STRUCTURE EXCAVATION (SIGN FOUNDATION) M3 40.0000 880.00 0.000 0.0 070 STRUCTURE BACKFILL (SIGN FOUNDATION) M3 100.0000 1,600.00 0.000 0.0 071 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 70.0000 1,400.00 0.000 0.0 (F) 072 PERVIOUS BACKFILL MATERIAL (RETAINING M3 45.0000 6,300.00 0.000 0.0 WALL) 073 SAND BACKFILL M3 26.0000 286.00 0.000 0.0 074 DITCH EXCAVATION M3 34.0000 36,720.00 48.000 1,632.0 075 DITCH EXCAVATION (HAZARDOUS) M3 160.0000 32,000.00 74.000 11,840.0 076 DRAINAGE EXCAVATION (HAZARDOUS) M3 180.0000 8,820.00 25.000 4,500.0 PROGRAM CAS145 PAGE 4 DATE 06/17/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006054 TIME 12:11 PM ESTIMATE NO. 10 BID OPENING 07/16/02 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: SHEDD B. WILLIAM DATE OF THIS ESTIMATE 06/17/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 SOIL NAIL ASSEMBLY M 66.0000 54,780.00 0.000 0.0 (S) 078 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.0 079 SUBGRADE ENHANCEMENT FABRIC M2 1.2500 4,112.50 2,754.200 3,442.7 080 GEOMEMBRANE (TYPE B) M2 14.6000 169,360.00 0.000 0.0 081 LIGHTWEIGHT EMBANKMENT MATERIAL M3 44.5000 1,321,650.00 0.000 0.0 (CELLULAR CONCRETE, 4.7 KN/M3) 082 LIGHTWEIGHT EMBANKMENT MATERIAL M3 57.0000 1,048,800.00 1,459.450 83,188.6 (CELLULAR CONCRETE, 6.3 KN/M3) 083 LIGHTWEIGHT EMBANKMENT MATERIAL M3 81.5000 953,550.00 0.000 0.0 (S) (EPS BLOCK) 084 SHORING M 800.0000 320,000.00 32.000 25,600.0 085 GEOMEMBRANE M2 15.0000 137,550.00 0.000 0.0 (TYPE A - GASOLINE RESISTANT) 086 GEOTEXTILE CUSHION M2 7.2000 25,272.00 0.000 0.0 087 EROSION CONTROL (NETTING) M2 4.5000 30,105.00 0.000 0.0 (S) 088 STRAW (EROSION CONTROL) TONN 650.0000 4,095.00 0.700 455.0 (S) 089 FIBER (EROSION CONTROL) KG 1.7500 3,657.50 90.900 159.0 (S) 090 FIBER ROLLS M 12.0000 28,800.00 490.000 5,880.0 (S) 091 COMPOST (EROSION CONTROL) KG 0.7500 4,755.00 275.000 206.2 (S) 092 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 925.0000 11,100.00 1.000 925.0 (S) 093 PURE LIVE SEED (TYPE 1) KG 50.0000 5,500.00 6.000 300.0 (S) (EROSION CONTROL) 094 PURE LIVE SEED (TYPE 2) KG 65.0000 2,405.00 0.000 0.0 (S) (EROSION CONTROL) 095 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 130.00 0.000 0.0 (S) 096 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 1,920.00 22.400 89.6 (S) 097 NPS 12 SUPPLY LINE (BRIDGE) M 240.0000 48,960.00 0.000 0.0 098 CLASS 4 AGGREGATE SUBBASE M3 40.0000 58,800.00 643.000 25,720.0 099 CLASS 3 AGGREGATE BASE M3 44.0000 50,600.00 643.000 28,292.0 100 ASPHALT TREATED PERMEABLE BASE M3 160.0000 118,400.00 0.000 0.0 101 ASPHALT CONCRETE (TYPE A) TONN 73.0000 1,270,200.00 4,158.700 303,585.1 102 ASPHALT CONCRETE (OPEN GRADED) TONN 95.0000 35,150.00 0.000 0.0 103 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 22.0000 2,860.00 11.580 254.7 AREA) PROGRAM CAS145 PAGE 5 DATE 06/17/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006054 TIME 12:11 PM ESTIMATE NO. 10 BID OPENING 07/16/02 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: SHEDD B. WILLIAM DATE OF THIS ESTIMATE 06/17/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 12.0000 5,640.00 0.000 0.0 105 ASPHALTIC EMULSION (PAINT BINDER) TONN 1.1000 4.40 0.000 0.0 106 PORTLAND CEMENT CONCRETE SLAB M3 165.0000 77,550.00 0.000 0.0 107 2.8 M CAST-IN-DRILLED-HOLE CONCRETE M 2,605.0000 1,458,800.00 84.070 219,002.35 304.900 794,264.5 PILING 108 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 1,470.0000 223,440.00 152.000 223,440.0 (S) PILING (ROCK SOCKET) 109 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 2,000.0000 808,000.00 71.860 143,720.00 261.510 523,020.0 (S) PILING (ROCK SOCKET) 110 2.8 M PERMANENT STEEL CASING M 3,700.0000 2,075,700.00 46.860 173,382.00 289.960 1,072,852.0 (S) 111 ISOLATION CASING KG 8.6000 172,000.00 0.000 0.0 (S) 112 FURNISH PILING (CLASS 400C) M 50.0000 2,700.00 0.000 0.0 (SIGN FOUNDATION) 113 DRIVE PILE (CLASS 400C) EA 1,550.0000 6,200.00 0.000 0.0 (SIGN FOUNDATION) 114 CUTOFF WALL (STEEL SHEET PILING) M2 115.0000 377,200.00 1,804.200 207,483.0 115 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 257.0000 1,058,840.00 0.000 0.0 PILING (610 MM) 116 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 910.0000 199,290.00 0.000 0.0 (S) PILE (610 MM) 117 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 328.0000 123,328.00 0.000 0.0 PILING (762 MM) 118 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 1,140.0000 22,800.00 0.000 0.0 (S) PILE (762 MM) 119 PRESTRESSING CONCRETE LS 515,000.0000 515,000.00 0.000 0.0 (S) 120 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 200.0000 208,000.00 665.000 133,000.0 (F) 121 STRUCTURAL CONCRETE, BRIDGE M3 412.0000 4,297,160.00 1,396.800 575,481.6 (F) 122 STRUCTURAL CONCRETE, RETAINING WALL M3 290.0000 561,730.00 0.000 0.0 (F) 123 STRUCTURAL CONCRETE, APPROACH SLAB M3 370.0000 133,200.00 0.000 0.0 (F) (TYPE N) 124 MINOR CONCRETE (MINOR STRUCTURE) M3 1,150.0000 32,315.00 1.600 1,840.0 (F) 125 MINOR CONCRETE (SIGN FOUNDATION) M3 1,000.0000 6,000.00 0.000 0.0 126 MINOR CONCRETE (PIPE COVER) M3 150.0000 450.00 0.000 0.0 127 MINOR CONCRETE (BACKFILL) M3 150.0000 18,000.00 99.500 14,925.0 128 FRACTURED RIB TEXTURE M2 40.0000 16,400.00 0.000 0.0 (F) 129 DRILL AND BOND ANCHOR BOLT M 216.5000 19,918.00 0.000 0.0 130 FURNISH PRECAST PRETENSIONED CONCRETE EA 15,800.0000 189,600.00 0.000 0.0 (S) BULB-TEE GIRDER (5 M - 10 M) PROGRAM CAS145 PAGE 6 DATE 06/17/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006054 TIME 12:11 PM ESTIMATE NO. 10 BID OPENING 07/16/02 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: SHEDD B. WILLIAM DATE OF THIS ESTIMATE 06/17/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 FURNISH PRECAST PRETENSIONED CONCRETE EA 30,750.0000 30,750.00 0.000 0.0 (S) BULB-TEE GIRDER (30 M - 35 M) 132 FURNISH PRECAST PRETENSIONED CONCRETE EA 33,000.0000 264,000.00 0.000 0.0 (S) BULB-TEE GIRDER (35 M - 40 M) 133 FURNISH PRECAST PRETENSIONED CONCRETE EA 35,800.0000 107,400.00 0.000 0.0 (S) BULB-TEE GIRDER (40 M - 45 M) 134 FURNISH PRECAST PRETENSIONED CONCRETE EA 41,600.0000 332,800.00 0.000 0.0 (S) BULB-TEE GIRDER (45 M - 50 M) 135 FURNISH PRECAST PRETENSIONED CONCRETE EA 45,500.0000 773,500.00 0.000 0.0 (S) BULB-TEE GIRDER (50 M - 55 M) 136 FURNISH PRECAST PRETENSIONED CONCRETE EA 49,200.0000 984,000.00 0.000 0.0 (S) BULB-TEE GIRDER (55 M - 60 M) 137 FURNISH PRECAST PRETENSIONED CONCRETE EA 53,000.0000 159,000.00 0.000 0.0 (S) BULB-TEE GIRDER (60 M - 65 M) 138 ERECT PRECAST PRETENSIONED CONCRETE EA 17,160.0000 1,235,520.00 0.000 0.0 (S) GIRDER 139 REFINISH BRIDGE DECK M2 250.0000 10,250.00 0.000 0.0 140 PTFE SPHERICAL BEARING EA 5,500.0000 66,000.00 0.000 0.0 (S) 141 SEISMIC ISOLATION BEARING EA 8,000.0000 176,000.00 0.000 0.0 (S) 142 JOINT SEAL (MR 30 MM) M 112.0000 10,864.00 0.000 0.0 (S) 143 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,850.0000 55,500.00 0.000 0.0 (S) 144 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 2,095.0000 85,895.00 0.000 0.0 (S) 145 BAR REINFORCING STEEL KG 1.0500 702.45 0.000 0.0 (SF)(SIGN FOUNDATION) 146 BAR REINFORCING STEEL (BRIDGE) KG 1.1900 3,473,848.00 122,844.000 146,184.36 1,022,795.000 1,217,126.0 (SF) 147 BAR REINFORCING STEEL (RETAINING WALL) KG 1.3700 231,177.91 0.000 0.0 (SF) 148 HEADED BAR REINFORCEMENT EA 4.4800 170,240.00 0.000 0.0 (SF) 149 SHOTCRETE M3 474.0000 12,324.00 0.000 0.0 (F) 150 STRUCTURAL STEEL KG 1.4400 128,592.00 0.000 0.0 (SF) 151 FURNISH SIGN STRUCTURE (TRUSS) KG 6.0000 344,952.00 0.000 0.0 (F) 152 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5200 29,895.84 0.000 0.0 (SF) 153 920 MM CAST-IN-DRILLED-HOLE M 300.0000 1,950.00 0.000 0.0 (S) CONCRETE PILE (SIGN FOUNDATION) 154 1524 MM CAST-IN-DRILLED-HOLE CONCRETE M 300.0000 2,100.00 0.000 0.0 PILE (SIGN FOUNDATION) 155 ROADSIDE SIGN - ONE POST EA 100.0000 1,800.00 0.000 0.0 156 ROADSIDE SIGN - TWO POST EA 200.0000 400.00 0.000 0.0 157 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 50.0000 250.00 0.000 0.0 METHOD) PROGRAM CAS145 PAGE 7 DATE 06/17/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006054 TIME 12:11 PM ESTIMATE NO. 10 BID OPENING 07/16/02 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: SHEDD B. WILLIAM DATE OF THIS ESTIMATE 06/17/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.0 159 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 175.0000 1,750.00 0.000 0.0 160 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 115.0000 3,220.00 0.000 0.0 161 525 MM ALTERNATIVE PIPE CULVERT M 422.0000 40,934.00 0.000 0.0 162 600 MM ALTERNATIVE PIPE CULVERT M 133.0000 18,620.00 0.000 0.0 163 450 MM REINFORCED CONCRETE PIPE M 300.0000 9,300.00 0.000 0.0 164 600 MM REINFORCED CONCRETE PIPE M 800.0000 960.00 0.000 0.0 165 80 MM PLASTIC PIPE (EDGE DRAIN) M 26.0000 22,880.00 0.000 0.0 166 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 20.0000 3,600.00 0.000 0.0 167 PERMEABLE MATERIAL (BLANKET) M3 45.0000 96,750.00 0.000 0.0 168 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.0 169 450 MM CONCRETE FLARED END SECTION EA 1,000.0000 1,000.00 0.000 0.0 170 450 MM ALTERNATIVE FLARED END SECTION EA 925.0000 925.00 0.000 0.0 171 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.0 172 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.0 173 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.0 174 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.0 175 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.0 176 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.0 177 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.0 178 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 500.0000 3,000.00 0.000 0.0 179 ROCK SLOPE PROTECTION M3 425.0000 13,600.00 0.000 0.0 (FACING, METHOD B) 180 CONCRETE (GUTTER LINING) M3 150.0000 3,450.00 0.000 0.0 181 ROCK SLOPE PROTECTION FABRIC M2 30.0000 990.00 0.000 0.0 182 MINOR CONCRETE (MISCELLANEOUS M3 345.0000 3,450.00 0.000 0.0 CONSTRUCTION) 183 MINOR CONCRETE (GUTTER) M 85.0000 10,200.00 0.000 0.0 (F) 184 MISCELLANEOUS IRON AND STEEL KG 3.3000 7,682.40 148.000 488.4 (SF) PROGRAM CAS145 PAGE 8 DATE 06/17/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006054 TIME 12:11 PM ESTIMATE NO. 10 BID OPENING 07/16/02 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: SHEDD B. WILLIAM DATE OF THIS ESTIMATE 06/17/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 MISCELLANEOUS METAL KG 12.0000 31,320.00 0.000 0.0 (SF)(RESTRAINER - PIPE TYPE) 186 MISCELLANEOUS METAL (BRIDGE) KG 11.3000 370,188.00 0.000 0.0 (SF) 187 CHAIN LINK FENCE (TYPE CL-0.9) M 32.0000 3,840.00 0.000 0.0 (SF) 188 CHAIN LINK FENCE (TYPE CL-0.9, M 36.0000 10,440.00 0.000 0.0 (S) VINYL-CLAD) 189 CHAIN LINK FENCE (TYPE CL-1.8) M 40.0000 13,600.00 0.000 0.0 (S) 190 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.0 191 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,500.0000 5,000.00 0.000 0.0 (S) 192 SURVEY MONUMENT (TYPE D) EA 700.0000 7,000.00 0.000 0.0 193 OBJECT MARKER (TYPE P) EA 75.0000 375.00 0.000 0.0 194 OBJECT MARKER (TYPE L-1) EA 35.0000 700.00 2.000 70.0 195 METAL BEAM GUARD RAILING (WOOD POST) M 52.0000 16,640.00 19.000 988.0 (S) 196 CONCRETE BARRIER (TYPE K) M 47.0000 84,600.00 0.000 0.0 197 TERMINAL SYSTEM (TYPE SRT) EA 1,800.0000 18,000.00 1.000 1,800.0 (S) 198 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 2,100.00 1.000 700.0 (S) 199 CRASH CUSHION, SAND FILLED EA 3,710.0000 11,130.00 0.000 0.0 (S) 200 CRASH CUSHION (ADIEM) EA 16,000.0000 32,000.00 0.000 0.0 (S) 201 CONCRETE BARRIER (TYPE 60) M 188.0000 14,852.00 0.000 0.0 202 CONCRETE BARRIER (TYPE 60D) M 109.0000 13,080.00 0.000 0.0 (F) 203 CONCRETE BARRIER (TYPE 736) M 135.0000 121,095.00 0.000 0.0 (F) 204 CONCRETE BARRIER (TYPE 736A) M 150.0000 41,550.00 0.000 0.0 (F) 205 THERMOPLASTIC TRAFFIC STRIPE M 4.7500 16,340.00 0.000 0.0 206 THERMOPLASTIC PAVEMENT MARKING M2 70.0000 5,880.00 0.000 0.0 207 PAINT TRAFFIC STRIPE (2-COAT) M 2.6500 32,065.00 957.000 2,536.05 6,506.000 17,240.9 (S) 208 PAINT PAVEMENT MARKING (2-COAT) M2 55.0000 3,300.00 0.000 0.0 (S) 209 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 5,100.00 747.000 2,241.0 (S) 210 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.8000 5,168.00 848.000 3,222.40 1,185.000 4,503.0 (S) 211 SIGNAL AND LIGHTING LS 75,000.0000 75,000.00 0.000 0.0 (S) PROGRAM CAS145 PAGE 9 DATE 06/17/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006054 TIME 12:11 PM ESTIMATE NO. 10 BID OPENING 07/16/02 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: SHEDD B. WILLIAM DATE OF THIS ESTIMATE 06/17/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 75,000.0000 75,000.00 0.600 45,000.0 (S) 213 LIGHTING (STAGE CONSTRUCTION) LS 16,000.0000 16,000.00 0.700 11,200.0 (S) 214 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.005 1,000.0 (S) 215 TRAFFIC OPERAITONS SYSTEM LS 176,000.0000 176,000.00 0.000 0.0 (S) 216 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.0 217 RELOCATE CATHODIC PROTECTION(RECTIFIER) LS 30,000.0000 30,000.00 0.000 0.0 218 SEWER LINE VIDEO SURVEY EA 20,000.0000 40,000.00 0.000 0.0 219 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.0 PROGRAM CAS145 PAGE 10 DATE 06/17/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006054 TIME 12:11 PM ESTIMATE NO. 10 BID OPENING 07/16/02 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: SHEDD B. WILLIAM DATE OF THIS ESTIMATE 06/17/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 878,621.16 7,206,213.80 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 8,917.76 59,376.70 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 887,538.92 7,265,590.50 220 MOBILIZATION LS 3850,000.0000 3,850,000.00 0.950 3,657,500.0 ORIGINAL CONTRACT AMOUNT 39,272,830.00 TOTAL WORK COMPLETED 887,538.92 10,923,090.50 MATERIALS ON HAND ON SITE 2,672,265.74 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 887,538.92 13,595,356.24 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 08/23/02 530 09/10/02 09/10/02 01/10/05 154 41 10 0 28% 29% PROGRESS IS SATISFACTORY SHEDD B. WILLIAM RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 06/17/03