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 09/20/02 EST. NO.07 TIME 12:31 PM R.E. NAME: BUTTERS, CARL 04-0T1414 --------------------------------------------------------------------------- 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 0036 507.15 E.W. @ F.A.(+) 031802 N 832941 0037 507.15 031902 N 832942 0038 507.15 032002 N 832943 0039 507.15 032102 N 832945 0040 507.15 032502 N 832946 0041 639.69 041702 N 832947 0042 227.17 062402 N 53.0 0 0043 240.74 072202 N 46.0 0 0044 235.51 072602 N 52.0 0 004 0002 300.00 E.W. @ F.A.(+) 082202 N 54.0 0 011 0009 262.07 E.W. @ F.A.(+) 080502 N 40.0 0 0010 413.07 080602 N 39.0 0 0011 639.87 080702 N 38.0 0 0012 606.16 082102 N 48.0 0 6,100.03 TOTAL THIS ESTIMATE 180,426.92 TOTAL PREVIOUS ESTIMATE 186,526.95 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 09/20/02 EST. NO.07 TIME 12:31 PM R.E. NAME: BUTTERS, CARL 04-0T1414 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEMS OVERBID ITEM NO. 231 -21,282.42 02 OVERBID ITEM NO. 231 -5,675.31 04 0.00 -26,957.73 TOTAL DEDUCTIONS 0.00 -26,957.73 PROGRAM CAS145 PAGE 1 DATE 09/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1414 TIME 12:31 PM ESTIMATE NO. 07 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/02 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 09/20/02 LOCATION PROGRESS ESTIMATE 04-SOL-37-R8.0/9.3 ----------------- OC JONES & SONS, INC. IN SOLANO COUNTY IN VALLEJO FROM 285 MINI DR. NAPA RIVER BRIDGE TO SONOMA VALLEJO, CA 94589 BOULEVARD FED. AID NO. ACNH-P037(96)E CONSTRUCT FOUR LANE FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,500.0000 2,500.00 0.500 1,250.00 002 TIME-RELATED OVERHEAD WDAY 3,200.0000 2,080,000.00 21.000 67,200.00 128.000 409,600.00 003 300 MM TEMPORARY FLARED END SECTION EA 600.0000 600.00 0.000 0.00 004 300 MM TEMPORARY CULVERT (PLASTIC) M 160.0000 11,520.00 0.000 0.00 005 450 MM TEMPORARY CULVERT (PLASTIC) M 175.0000 33,250.00 34.000 5,950.00 52.000 9,100.00 006 1200 MM TEMPORARY PLASTIC CULVERT M 300.0000 42,000.00 136.000 40,800.00 007 900 MM TEMPORARY CORRUGATED STEEL PIPE M 545.0000 8,720.00 8.000 4,360.00 INLET (4.27 MM THICK) 008 TEMPORARY GOOD MANAGEMENT PRACTICES(GMP) EA 2,500.0000 15,000.00 0.000 0.00 SEDIMENTATION BASIN 009 TEMPORARY LINED DETENTION BASIN EA 4,200.0000 4,200.00 0.000 0.00 010 TEMPORARY FRAME AND GRATE KG 1.0000 1,690.00 428.000 428.00 (SF) 011 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 PREVENTION PLAN 012 WATER POLLUTION CONTROL LS 30,000.0000 30,000.00 0.100 3,000.00 0.280 8,400.00 013 TEMPORARY COVER LS 78,000.0000 78,000.00 0.100 7,800.00 014 TEMPORARY DRAINAGE INLET PROTECTION EA 5.0000 310.00 0.000 0.00 015 TEMPORARY CONCRETE WASHOUT FACILITY LS 14,000.0000 14,000.00 0.200 2,800.00 016 TEMPORARY FENCE (TYPE ESA) M 10.0000 19,300.00 2,161.000 21,610.00 017 TEMPORARY ENTRANCE/EXITS LS 28,000.0000 28,000.00 0.100 2,800.00 0.450 12,600.00 018 FIBER ROLL CHECK DAM EA 580.0000 580.00 0.000 0.00 019 NON-STORM WATER DISCHARGES LS 25,000.0000 25,000.00 0.000 0.00 020 TEMPORARY EROSION CONTROL M2 1.1500 60,720.00 0.000 0.00 (S) 021 TEMPORARY SILT FENCE M 10.0000 37,800.00 1,441.000 14,410.00 3,780.000 37,800.00 022 CONSTRUCTION AREA SIGNS LS 19,985.0000 19,985.00 0.700 13,989.50 (S) PROGRAM CAS145 PAGE 2 DATE 09/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1414 TIME 12:31 PM ESTIMATE NO. 07 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/02 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 09/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TRAFFIC CONTROL SYSTEM LS 17,000.0000 17,000.00 0.100 1,700.00 0.450 7,650.00 (S) 024 TEMPORARY RAILING (TYPE K) M 25.0000 200,500.00 300.000 7,500.00 4,047.700 101,192.50 (S) 025 TEMPORARY CRASH CUSHION MODULE EA 175.0000 45,500.00 14.000 2,450.00 106.000 18,550.00 (S) 026 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.6000 2,240.00 229.000 366.40 027 ABANDON CULVERT EA 200.0000 1,400.00 3.000 600.00 028 ABANDON INLET EA 725.0000 725.00 1.000 725.00 4.000 2,900.00 029 REMOVE CHAIN LINK FENCE M 9.0000 13,950.00 1,494.900 13,454.10 030 REMOVE FLARED END SECTION EA 275.0000 550.00 0.000 0.00 031 REMOVE PAINTED TRAFFIC STRIPE M 1.6000 13,760.00 288.000 460.80 1,168.000 1,868.80 032 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.0000 2,500.00 891.000 4,455.00 STRIPE 033 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 35.0000 7,350.00 5.710 199.85 034 REMOVE PAVEMENT MARKER EA 1.2000 1,644.00 4.000 4.80 145.000 174.00 035 REMOVE ROADSIDE SIGN MOUNTED ON MAST ARM EA 125.0000 375.00 0.000 0.00 036 REMOVE ROADSIDE SIGN EA 100.0000 3,800.00 0.000 0.00 037 REMOVE ROADSIDE SIGN EA 50.0000 600.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 038 REMOVE SIGN STRUCTURE EA 8,500.0000 8,500.00 0.000 0.00 039 REMOVE ASPHALT CONCRETE DIKE M 5.0000 2,950.00 455.000 2,275.00 040 REMOVE AUTOMATIC DRAINAGE GATE EA 600.0000 1,200.00 0.000 0.00 041 REMOVE CULVERT EA 650.0000 2,600.00 4.000 2,600.00 042 REMOVE CONCRETE PAVEMENT M3 25.0000 48,250.00 0.000 0.00 043 REMOVE BASE AND SURFACING M3 20.0000 32,400.00 0.000 0.00 044 SALVAGE METAL BEAM GUARD RAILING M 22.0000 4,840.00 180.660 3,974.52 045 RELOCATE ROADSIDE SIGN EA 300.0000 900.00 0.000 0.00 046 ADJUST INLET EA 1,325.0000 1,325.00 0.000 0.00 047 PLANE ASPHALT CONCRETE PAVEMENT M2 10.0000 18,300.00 0.000 0.00 (S) (100 MM MAXIMUM) 048 REMOVE CONCRETE M3 125.0000 1,250.00 0.000 0.00 049 REMOVE CONCRETE CURB M 85.0000 8,330.00 36.000 3,060.00 PROGRAM CAS145 PAGE 3 DATE 09/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1414 TIME 12:31 PM ESTIMATE NO. 07 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/02 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 09/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE BARRIER M 40.0000 6,400.00 159.000 6,360.00 159.000 6,360.00 051 CAP INLET EA 1,250.0000 1,250.00 1.000 1,250.00 1.000 1,250.00 052 BRIDGE REMOVAL LS 72,000.0000 72,000.00 0.800 57,600.00 053 SALVAGE CRASH CUSHION EA 1,500.0000 3,000.00 1.000 1,500.00 1.000 1,500.00 054 MODIFY CONCRETE BARRIER (TYPE 50) M 100.0000 19,000.00 0.000 0.00 055 CLEARING AND GRUBBING LS 30,000.0000 30,000.00 1.000 30,000.00 056 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 0.060 1,200.00 0.240 4,800.00 057 ROADWAY EXCAVATION M3 15.0000 2,220,000.00 292.470 4,387.05 72,284.870 1,084,273.05 058 ROADWAY EXCAVATION (TYPE Y) M3 15.0000 129,000.00 8,600.000 129,000.00 (AERIALLY DEPOSITED LEAD) 059 SITE REMEDIATION (EXCAVATION) M3 59.0800 59,080.00 2,605.000 153,903.40 060 CLASS I WASTE DISPOSAL TONN 85.1000 32,338.00 1,372.500 116,799.75 061 CLASS II WASTE DISPOSAL TONN 31.9700 55,308.10 3,702.320 118,363.17 062 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500.00 063 HEALTH, SAFETY AND WORK PLAN LS 9,315.0000 9,315.00 0.800 7,452.00 064 REMEDIAL ACTION COMPLETION REPORT LS 3,680.0000 3,680.00 0.000 0.00 065 REMOVE UNDERGROUND STORAGE TANK EA 7,647.0000 15,294.00 3.000 22,941.00 (12,000 LITERS) 066 STRUCTURE EXCAVATION (SIGN FOOTING) M3 210.0000 13,860.00 0.000 0.00 067 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 13,850.00 0.000 0.00 (F) 068 STRUCTURE EXCAVATION (TYPE AH) M3 200.0000 47,200.00 0.000 0.00 (F) 069 STRUCTURE EXCAVATION (RETAINING WALL) M3 18.0000 14,040.00 0.000 0.00 (F) 070 STRUCTURE BACKFILL (SIGN FOOTING) M3 315.0000 14,175.00 0.000 0.00 071 STRUCTURE BACKFILL (BRIDGE) M3 90.0000 24,390.00 0.000 0.00 (F) 072 STRUCTURE BACKFILL (RETAINING WALL) M3 65.0000 73,450.00 0.000 0.00 (F) 073 PERVIOUS BACKFILL MATERIAL (RETAINING M3 70.0000 5,110.00 0.000 0.00 (F) WALL) 074 DITCH EXCAVATION M3 20.0000 24,200.00 0.000 0.00 075 GEOSYNTHETIC REINFORCED EMBANKMENT M2 3.6700 80,813.40 7,473.400 27,427.38 10,473.400 38,437.38 076 EMBANKMENT CONFINEMENT SYSTEM M2 340.0000 11,900.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 09/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1414 TIME 12:31 PM ESTIMATE NO. 07 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/02 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 09/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 IMPORTED BORROW TONN 0.0100 3,340.00 9,231.636 92.32 139,620.636 1,396.21 078 IMPORTED BORROW M3 26.5000 139,390.00 1,988.000 52,682.00 2,918.000 77,327.00 (GEOSYNTHETIC REINFORCED EMBANKMENT) 079 SETTLEMENT PLATFORM INSTALLATION AND LS 114,000.0000 114,000.00 0.200 22,800.00 0.600 68,400.00 MONITORING 080 IMPORTED BORROW (LIGHTWEIGHT AGGREGATE) M3 39.0000 799,500.00 0.000 0.00 081 EROSION CONTROL (BLANKET) M2 2.7500 62,425.00 0.000 0.00 (S) 082 EROSION CONTROL M2 25.0000 55,000.00 0.000 0.00 (S) (REINFORCED MAT AND NETTING) 083 MOVE IN/MOVE OUT (EROSION CONTROL) EA 200.0000 2,400.00 0.000 0.00 (S) 084 DRAIN INLET PROTECTION EA 725.0000 2,175.00 0.000 0.00 (S) 085 FLARED END SECTION PROTECTION EA 475.0000 6,650.00 0.000 0.00 (S) 086 TEE DISSIPATOR PROTECTION EA 525.0000 1,050.00 0.000 0.00 (S) 087 STRAW (EROSION CONTROL) TONN 400.0000 13,200.00 0.000 0.00 (S) 088 FIBER (EROSION CONTROL) KG 0.8100 4,212.00 0.000 0.00 (S) 089 FIBER ROLLS M 9.0000 66,330.00 91.440 822.96 91.440 822.96 (S) 090 COMPOST (EROSION CONTROL) KG 0.2700 4,158.00 0.000 0.00 (S) 091 PURE LIVE SEED (EROSION CONTROL) KG 47.0000 31,490.00 0.000 0.00 (S) 092 STABILIZING EMULSION (EROSION CONTROL) KG 2.0900 3,762.00 0.000 0.00 (S) 093 50 MM WATER SUPPLY LINE (BRIDGE) M 100.0000 9,300.00 0.000 0.00 094 WATER METER EA 28,300.0000 84,900.00 0.000 0.00 (S) 095 200 MM CORRUGATED HIGH DENSITY M 85.0000 4,335.00 26.000 2,210.00 (SF)POLYETHYLENE PIPE CONDUIT 096 200 MM WELDED STEEL PIPE CONDUIT M 150.0000 6,000.00 0.000 0.00 (SF)(6.35 MM THICK) 097 CLASS 4 AGGREGATE SUBBASE M3 30.0000 423,900.00 198.150 5,944.50 931.810 27,954.30 098 CLASS 3 AGGREGATE BASE M3 40.0000 344,800.00 0.000 0.00 099 ASPHALT TREATED PERMEABLE BASE M3 90.0000 315,000.00 0.000 0.00 100 TEMPORARY ASPHALT CONCRETE SURFACING M3 193.2200 131,389.60 957.250 184,959.85 101 ASPHALT CONCRETE (TYPE A) TONN 45.0000 2,313,000.00 536.010 24,120.45 8,837.280 397,677.60 102 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 35.0000 21,350.00 0.000 0.00 AREA) 103 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.0000 2,160.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 09/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1414 TIME 12:31 PM ESTIMATE NO. 07 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/02 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 09/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.0000 57.00 0.000 0.00 105 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.0000 9,690.00 0.000 0.00 106 LIQUID ASPHALT (PRIME COAT) TONN 420.0000 42,000.00 4.530 1,902.60 4.530 1,902.60 107 ASPHALTIC EMULSION (PAINT BINDER) TONN 345.0000 79,350.00 0.000 0.00 108 FURNISH STEEL PIPE PILING M 30.0000 20,400.00 0.000 0.00 (254 X 6.4) 109 DRIVE STEEL PIPE LINE EA 800.0000 96,000.00 0.000 0.00 (S) (254 X 6.4) 110 FURNISH PILING (CLASS 900C) M 25.0000 16,250.00 0.000 0.00 111 DRIVE PILE (CLASS 900C) EA 700.0000 25,200.00 0.000 0.00 (S) 112 FURNISH PILING (CLASS 625C) M 25.0000 13,875.00 0.000 0.00 113 DRIVE PILE (CLASS 625C) EA 750.0000 30,000.00 0.000 0.00 (S) 114 FURNISH PILING (CLASS 400C) M 30.0000 137,100.00 0.000 0.00 115 FURNISH PILING (CLASS 400 C) M 30.0000 5,400.00 0.000 0.00 (SIGN FOOTING) 116 DRIVE PILE (CLASS 400C) EA 1,100.0000 295,900.00 0.000 0.00 (S) 117 DRIVE PILE (CLASS 400 C) EA 450.0000 5,400.00 0.000 0.00 (S) (SIGN FOUNDATION) 118 PRESTRESSING CAST-IN-PLACE CONCRETE LS 40,000.0000 40,000.00 0.000 0.00 (S) 119 SEAL COURSE CONCRETE M3 65.0000 3,250.00 0.000 0.00 (F) 120 STRUCTURAL CONCRETE (SIGN FOOTING) M3 750.0000 16,500.00 0.000 0.00 121 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 66,800.00 0.000 0.00 (F) 122 STRUCTURAL CONCRETE, BRIDGE M3 598.0000 572,884.00 0.000 0.00 (F) 123 STRUCTURAL CONCRETE, RETAINING WALL M3 350.0000 336,000.00 0.000 0.00 (F) 124 STRUCTURAL CONCRETE, APPROACH SLAB M3 650.0000 50,050.00 0.000 0.00 (F) (TYPE N) 125 CLASS 2 CONCRETE (HEADWALL) M3 450.0000 57,600.00 0.000 0.00 (F) 126 CLASS 2 CONCRETE (WINGWALLS) M3 450.0000 22,500.00 0.000 0.00 (F) 127 MINOR CONCRETE (MINOR STRUCTURE) M3 1,595.0000 149,930.00 5.270 8,405.65 12.560 20,033.20 (F) 128 MINOR CONCRETE M3 450.0000 39,150.00 0.000 0.00 (F) (FENCE TRENCH BEAM) 129 ARCHITECTURAL TREATMENT M2 100.0000 76,800.00 0.000 0.00 (F) 130 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 155.0000 118,110.00 0.000 0.00 (SF) PROGRAM CAS145 PAGE 6 DATE 09/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1414 TIME 12:31 PM ESTIMATE NO. 07 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/02 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 09/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 SOUND WALL (MASONRY BLOCK) M2 190.0000 124,640.00 80.000 15,200.00 80.000 15,200.00 (SF) 132 25 MM X 255 MM JOINT SEAL M 500.0000 37,000.00 0.000 0.00 (S) (TYPE A - MR 30 MM) 133 JOINT SEAL (MR 50 MM) M 220.0000 6,820.00 0.000 0.00 (S) 134 BAR REINFORCING STEEL (HEADWALL,EPOXY- KG 2.7800 25,495.38 0.000 0.00 (SF)COATED) 135 BAR REINFORCING STEEL (WINGWALL,EPOXY- KG 2.5700 8,995.00 0.000 0.00 (SF)COATED) 136 BAR REINFORCING STEEL (SIGN FOOTING) KG 1.0000 1,665.00 0.000 0.00 (SF) 137 BAR REINFORCING STEEL (BRIDGE) KG 1.2000 158,280.00 0.000 0.00 (SF) 138 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0000 92,000.00 0.000 0.00 (SF) 139 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0500 122,043.35 0.000 0.00 (F) 140 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4800 11,600.16 0.000 0.00 (SF) 141 920 MM CAST-IN-DRILLED-HOLE M 1,200.0000 32,400.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 142 ROADSIDE SIGN - ONE POST EA 295.0000 20,355.00 0.000 0.00 143 ROADSIDE SIGN - TWO POST EA 675.0000 6,750.00 0.000 0.00 144 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 110.0000 1,100.00 0.000 0.00 METHOD) 145 INSTALL SIGN PANEL ON EXISTING FRAME M2 160.0000 3,200.00 0.000 0.00 146 300 MM ALTERNATIVE PIPE CULVERT M 160.0000 14,080.00 44.000 7,040.00 147 450 MM ALTERNATIVE PIPE CULVERT M 195.0000 58,500.00 38.000 7,410.00 149.100 29,074.50 148 600 MM ALTERNATIVE PIPE CULVERT M 265.0000 137,800.00 82.400 21,836.00 212.300 56,259.50 149 750 MM ALTERNATIVE PIPE CULVERT M 270.0000 118,800.00 220.400 59,508.00 231.900 62,613.00 150 CAST-IN-PLACE TRENCH DRAIN M 373.0000 216,340.00 0.000 0.00 151 FIBER GLASS LINER TRENCH DRAIN M 397.0000 246,140.00 0.000 0.00 152 600 MM REINFORCED CONCRETE PIPE M 330.0000 30,030.00 81.000 26,730.00 153 600 MM X 450 MM REINFORCED CONCRETE M 370.0000 74,000.00 0.000 0.00 PIPE ARCH 154 300 MM SLOTTED CORRUGATED STEEL PIPE M 1,800.0000 5,400.00 0.000 0.00 (1.63 MM THICK) 155 GEOCOMPOSITE DRAIN M2 5.5000 133,100.00 2,031.000 11,170.50 4,288.800 23,588.40 156 80 MM PLASTIC PIPE (EDGE DRAIN) M 18.0000 54,000.00 0.000 0.00 157 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 225.0000 21,600.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 09/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1414 TIME 12:31 PM ESTIMATE NO. 07 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/02 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 09/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 DRAINAGE WICK M 1.5500 368,900.00 37,325.000 57,853.75 161,833.500 250,841.93 159 GEOTEXTILE FILTER M2 3.7500 96,750.00 38,586.800 144,700.50 160 GEOTEXTILE REINFORCEMENT M2 3.6500 98,550.00 15,700.500 57,306.83 35,188.500 128,438.03 161 CLASS 3 PERMEABLE MATERIAL M3 45.0000 702,000.00 44,442.360 1,999,906.20 162 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 85.0000 3,230.00 0.000 0.00 (1.63 MM THICK) 163 WELDED STEEL PIPE CASING (BRIDGE) M 500.0000 12,000.00 0.000 0.00 164 300 MM ALTERNATIVE FLARED END SECTION EA 500.0000 2,500.00 1.000 500.00 165 450 MM ALTERNATIVE FLARED END SECTION EA 630.0000 2,520.00 1.000 630.00 3.000 1,890.00 166 600 MM ALTERNATIVE FLARED END SECTION EA 390.0000 5,850.00 8.000 3,120.00 167 750 MM ALTERNATIVE FLARED END SECTION EA 965.0000 965.00 1.000 965.00 168 900 MM X 600 MM ALUMINUM AUTOMATIC EA 3,600.0000 14,400.00 0.000 0.00 DRAINAGE GATE 169 750 MM AUTOMATIC DRAINAGE GATE EA 3,950.0000 7,900.00 0.000 0.00 170 2440 MM X 1220 MM PRECAST CONCRETE BOX M 2,350.0000 399,500.00 0.000 0.00 CULVERT 171 MINOR CONCRETE (BACKFILL) M3 180.0000 48,600.00 0.000 0.00 172 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 100.0000 33,000.00 0.000 0.00 173 ROCK SLOPE PROTECTION M3 115.0000 100,050.00 0.000 0.00 (FACING, METHOD B) 174 ROCK SLOPE PROTECTION M3 85.0000 11,050.00 0.000 0.00 (BACKING NO. 3, METHOD B) 175 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 125.0000 41,250.00 0.000 0.00 176 SLOPE PAVING (CONCRETE) M3 450.0000 18,450.00 0.000 0.00 (F) 177 ROCK SLOPE PROTECTION FABRIC M2 2.5000 9,825.00 0.000 0.00 178 MINOR CONCRETE (MISCELLANEOUS M3 316.0000 75,840.00 0.000 0.00 CONSTRUCTION) 179 MISCELLANEOUS IRON AND STEEL KG 2.0000 13,150.00 0.000 0.00 (SF) 180 MISCELLANEOUS IRON AND STEEL KG 21.2500 29,325.00 0.000 0.00 (SF)(GALVANIZED) 181 MISCELLANEOUS IRON AND STEEL KG 11.0000 5,940.00 0.000 0.00 (SF)(STEEL BULK HEAD) 182 CHAIN LINK FENCE (TYPE CL-1.2, M 29.0000 19,836.00 0.000 0.00 (S) VINYL-CLAD) 183 CHAIN LINK FENCE (TYPE CL-1.8) M 23.0000 47,150.00 0.000 0.00 (S) 184 CHAIN LINK FENCE (TYPE CL-1.8, M 75.0000 2,550.00 0.000 0.00 VINYL-CLAD) PROGRAM CAS145 PAGE 8 DATE 09/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1414 TIME 12:31 PM ESTIMATE NO. 07 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/02 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 09/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 CHAIN LINK FENCE M 385.0000 128,975.00 0.000 0.00 (SF)(MODIFIED) 186 CHAIN LINK FENCE (TYPE CL-3.0, M 150.0000 3,000.00 0.000 0.00 VINYL-CLAD) 187 1.2 M CHAIN LINK GATE (TYPE CL-1.8, EA 500.0000 500.00 0.000 0.00 (S) VINYL-CLAD) 188 5.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 800.0000 800.00 0.000 0.00 (S) 189 DELINEATOR (CLASS 1) EA 30.0000 1,290.00 0.000 0.00 190 METAL BEAM GUARD RAILING (WOOD POST) M 90.0000 15,300.00 0.000 0.00 (S) 191 CHAIN LINK RAILING (TYPE 7) M 120.0000 12,240.00 0.000 0.00 (SF) 192 CONCRETE BARRIER (TYPE K) M 82.5000 36,300.00 0.000 0.00 193 CONCRETE BARRIER (TYPE 26 MODIFIED) M 400.0000 40,800.00 0.000 0.00 (F) 194 REMOVABLE BOLLARD EA 300.0000 1,200.00 0.000 0.00 (S) 195 PERMANENT BOLLARD EA 150.0000 300.00 0.000 0.00 (S) 196 TERMINAL SYSTEM (TYPE ET) EA 2,700.0000 2,700.00 0.000 0.00 197 TERMINAL SYSTEM (TYPE SRT) EA 1,900.0000 20,900.00 0.000 0.00 (S) 198 CRASH CUSHION, SAND FILLED EA 4,500.0000 13,500.00 0.000 0.00 (S) 199 CONCRETE BARRIER (TYPE 60) M 90.0000 166,500.00 0.000 0.00 200 CONCRETE BARRIER (TYPE 60C) M 102.0000 39,780.00 0.000 0.00 201 CONCRETE BARRIER (TYPE 60E) M 550.0000 25,300.00 0.000 0.00 202 CONCRETE BARRIER M 180.0000 18,360.00 0.000 0.00 (F) (TYPE 732 MODIFIED) 203 CONCRETE BARRIER M 150.0000 70,800.00 0.000 0.00 (F) (TYPE 732 A MODIFIED) 204 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 6,750.00 0.000 0.00 (S) 205 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 11,000.00 0.000 0.00 (S) 206 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,200.00 0.000 0.00 (S) 207 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2500 2,002.50 0.000 0.00 (S) 208 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 260.00 0.000 0.00 (S) (BROKEN 1.83 M - 0.30 M) 209 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 320.00 0.000 0.00 (S) (BROKEN 2.44 M - 1.22 M) 210 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 220.00 0.000 0.00 (S) (BROKEN 2.59 M - 2.14 M) 211 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 910.00 0.000 0.00 (S) (BROKEN 2.7 M - 0.9 M) PROGRAM CAS145 PAGE 9 DATE 09/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1414 TIME 12:31 PM ESTIMATE NO. 07 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/02 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 09/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 190.00 0.000 0.00 (S) (BROKEN 5.18 M - 2.14 M) 213 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 170.00 0.000 0.00 (S) (BROKEN 5.49 M - 3.66 M) 214 PAINT TRAFFIC STRIPE (1-COAT) M 0.7800 19,188.00 1,919.000 1,496.82 7,629.780 5,951.23 (S) 215 PAINT PAVEMENT MARKING (1-COAT) M2 30.0000 3,900.00 5.080 152.40 5.080 152.40 (S) 216 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.6000 2,240.00 72.000 115.20 (S) 217 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 10,400.00 110.000 440.00 447.000 1,788.00 (S) 218 SIGNAL AND LIGHTING (LOCATION 1) LS 40,000.0000 40,000.00 0.000 0.00 (S) 219 SIGNAL AND LIGHTING (LOCATION 2) LS 42,000.0000 42,000.00 0.000 0.00 (S) STAGE 4 220 CITY STREET LIGHTING SYSTEM LS 100,000.0000 100,000.00 0.000 0.00 (S) 221 LIGHTING (STAGE CONSTRUCTION) LS 25,000.0000 25,000.00 0.300 7,500.00 (S) 222 LIGHTING AND SIGN ILLUMINATION LS 25,000.0000 25,000.00 0.000 0.00 (S) 223 TRAFFIC OPERATIONS SYSTEM LS 100,000.0000 100,000.00 0.000 0.00 (S) 224 CAMERA UNIT EA 8,000.0000 8,000.00 0.000 0.00 (S) 225 PAN/TILT UNIT EA 4,250.0000 4,250.00 0.000 0.00 (S) 226 CAMERA CONTROL UNIT EA 4,350.0000 4,350.00 0.000 0.00 (S) 227 VIDEO ENCODER UNIT EA 24,219.0000 24,219.00 0.000 0.00 (S) 228 INTEGRATED SERVICES DIGITAL NETWORK EA 950.0000 950.00 0.000 0.00 (S) TERMINAL ADAPTER 229 SPRINKLER CONTROL CONDUIT (BRIDGE) M 75.0000 6,975.00 0.000 0.00 (SF) 230 REMOVE EXISTING SIGNAL SYSTEM LS 15,000.0000 15,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 10 DATE 09/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1414 TIME 12:31 PM ESTIMATE NO. 07 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/02 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 09/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 498,099.81 6,061,595.03 ADJUSTMENT OF COMPENSATION 0.00 125,000.00 EXTRA WORK 6,100.03 61,526.95 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 504,199.84 6,248,121.98 231 MOBILIZATION LS 2058,000.0000 2,058,000.00 0.950 1,955,100.00 ORIGINAL CONTRACT AMOUNT 20,296,234.49 TOTAL WORK COMPLETED 504,199.84 8,203,221.98 MATERIALS ON HAND ON SITE 82,117.72 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -26,957.73 TOTAL 504,199.84 8,258,381.97 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 231 MOBILIZATION 2,029,623.44 2,058,000.00 28,376.56 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 01/07/02 650 03/15/02 00/00/00 10/29/04 128 2 0 1 37% 20% PROGRESS IS SATISFACTORY BUTTERS, CARL RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 09/20/02