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 04/20/04 EST. NO.26 TIME 10:00 AM 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 0096 221.78 E.W. @ F.A.(+) 062603 N 971966 011 0028 210.24 E.W. @ F.A.(+) 100702 N 271 0 0035 3,443.63 012204 N 302 0 0036 500.11 102703 N 975792 0037 282.98 102103 N 975793 019 0017 578.33 E.W. @ F.A.(+) 060703 N 914549 0018 322.09 060703 N 197 0 0020 282.98 102703 N 954170 022 0032 602.69 E.W. @ F.A.(+) 042203 N 183 0 027 0001 642.91 E.W. @ F.A.(+) 101603 N 243 0 0002 73,239.04 101603 N 985361 0004 17,777.25 101703 N 246 0 028 0002 18,650.54 E.W. @ L.S.(+) 041604 N 1 0 037 0003 157.36 E.W. @ F.A.(+) 110503 N 254 0 116,911.93 TOTAL THIS ESTIMATE 548,224.59 TOTAL PREVIOUS ESTIMATE 665,136.52 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 04/20/04 EST. NO.26 TIME 10:00 AM 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 OVERBID ITEM NO. 231 -1,418.83 18 0.00 -28,376.56 TOTAL DEDUCTIONS 0.00 -28,376.56 PROGRAM CAS145 PAGE 1 DATE 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1414 TIME 10:00 AM ESTIMATE NO. 26 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 04/20/04 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 04/20/04 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,500.0000 2,500.00 0.030 75.00 0.730 1,825.00 02 TIME-RELATED OVERHEAD WDAY 3,200.0000 2,080,000.00 21.000 67,200.00 455.000 1,456,000.00 03 300 MM TEMPORARY FLARED END SECTION EA 600.0000 600.00 2.000 1,200.00 04 300 MM TEMPORARY CULVERT (PLASTIC) M 160.0000 11,520.00 77.500 12,400.00 05 450 MM TEMPORARY CULVERT (PLASTIC) M 175.0000 33,250.00 83.000 14,525.00 06 1200 MM TEMPORARY PLASTIC CULVERT M 300.0000 42,000.00 136.000 40,800.00 07 900 MM TEMPORARY CORRUGATED STEEL PIPE M 545.0000 8,720.00 13.750 7,493.75 INLET (4.27 MM THICK) 08 TEMPORARY GOOD MANAGEMENT PRACTICES(GMP) EA 2,500.0000 15,000.00 4.000 10,000.00 SEDIMENTATION BASIN 09 TEMPORARY LINED DETENTION BASIN EA 4,200.0000 4,200.00 0.000 0.00 10 TEMPORARY FRAME AND GRATE KG 1.0000 1,690.00 882.000 882.00 SF) 11 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 PREVENTION PLAN 12 WATER POLLUTION CONTROL LS 30,000.0000 30,000.00 0.100 3,000.00 0.840 25,200.00 13 TEMPORARY COVER LS 78,000.0000 78,000.00 0.200 15,600.00 14 TEMPORARY DRAINAGE INLET PROTECTION EA 5.0000 310.00 16.000 80.00 15 TEMPORARY CONCRETE WASHOUT FACILITY LS 14,000.0000 14,000.00 0.100 1,400.00 0.900 12,600.00 16 TEMPORARY FENCE (TYPE ESA) M 10.0000 19,300.00 2,161.000 21,610.00 17 TEMPORARY ENTRANCE/EXITS LS 28,000.0000 28,000.00 0.050 1,400.00 0.850 23,800.00 18 FIBER ROLL CHECK DAM EA 580.0000 580.00 1.000 580.00 19 NON-STORM WATER DISCHARGES LS 25,000.0000 25,000.00 0.650 16,250.00 20 TEMPORARY EROSION CONTROL M2 1.1500 60,720.00 120,950.000 139,092.50 S) 21 TEMPORARY SILT FENCE M 10.0000 37,800.00 5,095.270 50,952.70 22 CONSTRUCTION AREA SIGNS LS 19,985.0000 19,985.00 0.700 13,989.50 S) PROGRAM CAS145 PAGE 2 DATE 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1414 TIME 10:00 AM ESTIMATE NO. 26 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 04/20/04 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 04/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TRAFFIC CONTROL SYSTEM LS 17,000.0000 17,000.00 0.750 12,750.00 S) 24 TEMPORARY RAILING (TYPE K) M 25.0000 200,500.00 5,761.000 144,025.00 S) 25 TEMPORARY CRASH CUSHION MODULE EA 175.0000 45,500.00 125.000 21,875.00 S) 26 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.6000 2,240.00 229.000 366.40 27 ABANDON CULVERT EA 200.0000 1,400.00 3.000 600.00 28 ABANDON INLET EA 725.0000 725.00 4.000 2,900.00 29 REMOVE CHAIN LINK FENCE M 9.0000 13,950.00 1,494.900 13,454.10 30 REMOVE FLARED END SECTION EA 275.0000 550.00 0.000 0.00 31 REMOVE PAINTED TRAFFIC STRIPE M 1.6000 13,760.00 2,370.000 3,792.00 32 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.0000 2,500.00 891.000 4,455.00 STRIPE 33 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 35.0000 7,350.00 5.710 199.85 34 REMOVE PAVEMENT MARKER EA 1.2000 1,644.00 207.000 248.40 35 REMOVE ROADSIDE SIGN MOUNTED ON MAST ARM EA 125.0000 375.00 0.000 0.00 36 REMOVE ROADSIDE SIGN EA 100.0000 3,800.00 0.000 0.00 37 REMOVE ROADSIDE SIGN EA 50.0000 600.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 38 REMOVE SIGN STRUCTURE EA 8,500.0000 8,500.00 1.000 8,500.00 39 REMOVE ASPHALT CONCRETE DIKE M 5.0000 2,950.00 455.000 2,275.00 40 REMOVE AUTOMATIC DRAINAGE GATE EA 600.0000 1,200.00 2.000 1,200.00 41 REMOVE CULVERT EA 650.0000 2,600.00 4.000 2,600.00 42 REMOVE CONCRETE PAVEMENT M3 25.0000 48,250.00 1,478.000 36,950.00 43 REMOVE BASE AND SURFACING M3 20.0000 32,400.00 1,669.600 33,392.00 44 SALVAGE METAL BEAM GUARD RAILING M 22.0000 4,840.00 209.240 4,603.28 45 RELOCATE ROADSIDE SIGN EA 300.0000 900.00 0.000 0.00 46 ADJUST INLET EA 1,325.0000 1,325.00 2.000 2,650.00 47 PLANE ASPHALT CONCRETE PAVEMENT M2 10.0000 18,300.00 0.000 0.00 S) (100 MM MAXIMUM) 48 REMOVE CONCRETE M3 125.0000 1,250.00 53.440 6,680.00 49 REMOVE CONCRETE CURB M 85.0000 8,330.00 215.000 18,275.00 PROGRAM CAS145 PAGE 3 DATE 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1414 TIME 10:00 AM ESTIMATE NO. 26 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 04/20/04 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 04/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE BARRIER M 40.0000 6,400.00 159.000 6,360.00 51 CAP INLET EA 1,250.0000 1,250.00 1.000 1,250.00 52 BRIDGE REMOVAL LS 72,000.0000 72,000.00 0.800 57,600.00 53 SALVAGE CRASH CUSHION EA 1,500.0000 3,000.00 1.000 1,500.00 54 MODIFY CONCRETE BARRIER (TYPE 50) M 100.0000 19,000.00 190.000 19,000.00 55 CLEARING AND GRUBBING LS 30,000.0000 30,000.00 1.000 30,000.00 56 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 0.100 2,000.00 0.800 16,000.00 57 ROADWAY EXCAVATION M3 15.0000 2,220,000.00 139,794.710 2,096,920.65 58 ROADWAY EXCAVATION (TYPE Y) M3 15.0000 129,000.00 8,600.000 129,000.00 (AERIALLY DEPOSITED LEAD) 59 SITE REMEDIATION (EXCAVATION) M3 59.0800 59,080.00 2,605.000 153,903.40 60 CLASS I WASTE DISPOSAL TONN 85.1000 32,338.00 1,372.500 116,799.75 61 CLASS II WASTE DISPOSAL TONN 31.9700 55,308.10 4,569.810 146,096.83 62 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500.00 63 HEALTH, SAFETY AND WORK PLAN LS 9,315.0000 9,315.00 0.800 7,452.00 64 REMEDIAL ACTION COMPLETION REPORT LS 3,680.0000 3,680.00 1.000 3,680.00 65 REMOVE UNDERGROUND STORAGE TANK EA 7,647.0000 15,294.00 3.000 22,941.00 (12,000 LITERS) 66 STRUCTURE EXCAVATION (SIGN FOOTING) M3 210.0000 13,860.00 66.000 13,860.00 67 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 13,850.00 277.000 13,850.00 F) 68 STRUCTURE EXCAVATION (TYPE AH) M3 200.0000 47,200.00 236.000 47,200.00 F) 69 STRUCTURE EXCAVATION (RETAINING WALL) M3 18.0000 14,040.00 780.000 14,040.00 780.000 14,040.00 F) 70 STRUCTURE BACKFILL (SIGN FOOTING) M3 315.0000 14,175.00 29.000 9,135.00 71 STRUCTURE BACKFILL (BRIDGE) M3 90.0000 24,390.00 231.000 20,790.00 F) 72 STRUCTURE BACKFILL (RETAINING WALL) M3 65.0000 73,450.00 0.000 0.00 F) 73 PERVIOUS BACKFILL MATERIAL (RETAINING M3 70.0000 5,110.00 0.000 0.00 F) WALL) 74 DITCH EXCAVATION M3 20.0000 24,200.00 89.000 1,780.00 1,309.000 26,180.00 75 GEOSYNTHETIC REINFORCED EMBANKMENT M2 3.6700 80,813.40 22,627.400 83,042.56 76 EMBANKMENT CONFINEMENT SYSTEM M2 340.0000 11,900.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1414 TIME 10:00 AM ESTIMATE NO. 26 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 04/20/04 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 04/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 IMPORTED BORROW TONN 0.0100 3,340.00 7,463.000 74.63 331,929.306 3,319.29 78 IMPORTED BORROW M3 26.5000 139,390.00 5,143.300 136,297.45 (GEOSYNTHETIC REINFORCED EMBANKMENT) 79 SETTLEMENT PLATFORM INSTALLATION AND LS 114,000.0000 114,000.00 0.050 5,700.00 0.900 102,600.00 MONITORING 80 IMPORTED BORROW (LIGHTWEIGHT AGGREGATE) M3 39.0000 799,500.00 11,007.800 429,304.20 81 EROSION CONTROL (BLANKET) M2 2.7500 62,425.00 16,020.000 44,055.00 S) 82 EROSION CONTROL M2 25.0000 55,000.00 0.000 0.00 S) (REINFORCED MAT AND NETTING) 83 MOVE IN/MOVE OUT (EROSION CONTROL) EA 200.0000 2,400.00 4.000 800.00 S) 84 DRAIN INLET PROTECTION EA 725.0000 2,175.00 4.000 2,900.00 S) 85 FLARED END SECTION PROTECTION EA 475.0000 6,650.00 2.000 950.00 S) 86 TEE DISSIPATOR PROTECTION EA 525.0000 1,050.00 0.000 0.00 S) 87 STRAW (EROSION CONTROL) TONN 400.0000 13,200.00 9.710 3,884.00 S) 88 FIBER (EROSION CONTROL) KG 0.8100 4,212.00 1,827.000 1,479.87 S) 89 FIBER ROLLS M 9.0000 66,330.00 6,601.000 59,409.00 S) 90 COMPOST (EROSION CONTROL) KG 0.2700 4,158.00 5,341.000 1,442.07 S) 91 PURE LIVE SEED (EROSION CONTROL) KG 47.0000 31,490.00 268.000 12,596.00 S) 92 STABILIZING EMULSION (EROSION CONTROL) KG 2.0900 3,762.00 614.000 1,283.26 S) 93 50 MM WATER SUPPLY LINE (BRIDGE) M 100.0000 9,300.00 0.000 0.00 94 WATER METER EA 28,300.0000 84,900.00 0.000 0.00 S) 95 200 MM CORRUGATED HIGH DENSITY M 85.0000 4,335.00 59.500 5,057.50 SF)POLYETHYLENE PIPE CONDUIT 96 200 MM WELDED STEEL PIPE CONDUIT M 150.0000 6,000.00 0.000 0.00 SF)(6.35 MM THICK) 97 CLASS 4 AGGREGATE SUBBASE M3 30.0000 423,900.00 117.600 3,528.00 10,410.210 312,306.30 98 CLASS 3 AGGREGATE BASE M3 40.0000 344,800.00 127.500 5,100.00 6,933.500 277,340.00 99 ASPHALT TREATED PERMEABLE BASE M3 90.0000 315,000.00 1,768.050 159,124.50 00 TEMPORARY ASPHALT CONCRETE SURFACING M3 193.2200 131,389.60 957.250 184,959.85 01 ASPHALT CONCRETE (TYPE A) TONN 45.0000 2,313,000.00 28,975.130 1,303,880.85 02 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 35.0000 21,350.00 413.000 14,455.00 AREA) 03 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.0000 2,160.00 18.000 54.00 PROGRAM CAS145 PAGE 5 DATE 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1414 TIME 10:00 AM ESTIMATE NO. 26 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 04/20/04 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 04/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.0000 57.00 0.000 0.00 05 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.0000 9,690.00 1,544.000 4,632.00 06 LIQUID ASPHALT (PRIME COAT) TONN 420.0000 42,000.00 4.530 1,902.60 07 ASPHALTIC EMULSION (PAINT BINDER) TONN 345.0000 79,350.00 7.160 2,470.20 08 FURNISH STEEL PIPE PILING M 30.0000 20,400.00 613.000 18,390.00 613.000 18,390.00 (254 X 6.4) 09 DRIVE STEEL PIPE LINE EA 800.0000 96,000.00 114.000 91,200.00 114.000 91,200.00 S) (254 X 6.4) 10 FURNISH PILING (CLASS 900C) M 25.0000 16,250.00 525.000 13,125.00 11 DRIVE PILE (CLASS 900C) EA 700.0000 25,200.00 40.000 28,000.00 S) 12 FURNISH PILING (CLASS 625C) M 25.0000 13,875.00 651.650 16,291.25 13 DRIVE PILE (CLASS 625C) EA 750.0000 30,000.00 36.000 27,000.00 S) 14 FURNISH PILING (CLASS 400C) M 30.0000 137,100.00 0.000 0.00 15 FURNISH PILING (CLASS 400 C) M 30.0000 5,400.00 178.000 5,340.00 (SIGN FOOTING) 16 DRIVE PILE (CLASS 400C) EA 1,100.0000 295,900.00 0.000 0.00 S) 17 DRIVE PILE (CLASS 400 C) EA 450.0000 5,400.00 12.000 5,400.00 S) (SIGN FOUNDATION) 18 PRESTRESSING CAST-IN-PLACE CONCRETE LS 40,000.0000 40,000.00 0.000 0.00 S) 19 SEAL COURSE CONCRETE M3 65.0000 3,250.00 50.000 3,250.00 F) 20 STRUCTURAL CONCRETE (SIGN FOOTING) M3 750.0000 16,500.00 22.000 16,500.00 21 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 66,800.00 167.000 66,800.00 F) 22 STRUCTURAL CONCRETE, BRIDGE M3 598.0000 572,884.00 244.000 145,912.00 859.000 513,682.00 F) 23 STRUCTURAL CONCRETE, RETAINING WALL M3 350.0000 336,000.00 0.000 0.00 F) 24 STRUCTURAL CONCRETE, APPROACH SLAB M3 650.0000 50,050.00 0.000 0.00 F) (TYPE N) 25 CLASS 2 CONCRETE (HEADWALL) M3 450.0000 57,600.00 128.000 57,600.00 F) 26 CLASS 2 CONCRETE (WINGWALLS) M3 450.0000 22,500.00 41.000 18,450.00 F) 27 MINOR CONCRETE (MINOR STRUCTURE) M3 1,595.0000 149,930.00 2.210 3,524.95 65.210 104,009.95 F) 28 MINOR CONCRETE M3 450.0000 39,150.00 0.000 0.00 F) (FENCE TRENCH BEAM) 29 ARCHITECTURAL TREATMENT M2 100.0000 76,800.00 90.000 9,000.00 F) 30 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 155.0000 118,110.00 0.000 0.00 SF) PROGRAM CAS145 PAGE 6 DATE 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1414 TIME 10:00 AM ESTIMATE NO. 26 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 04/20/04 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 04/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 SOUND WALL (MASONRY BLOCK) M2 190.0000 124,640.00 656.000 124,640.00 SF) 32 25 MM X 255 MM JOINT SEAL M 500.0000 37,000.00 50.000 25,000.00 S) (TYPE A - MR 30 MM) 33 JOINT SEAL (MR 50 MM) M 220.0000 6,820.00 0.000 0.00 S) 34 BAR REINFORCING STEEL (HEADWALL,EPOXY- KG 2.7800 25,495.38 9,171.000 25,495.38 SF)COATED) 35 BAR REINFORCING STEEL (WINGWALL,EPOXY- KG 2.5700 8,995.00 2,870.000 7,375.90 SF)COATED) 36 BAR REINFORCING STEEL (SIGN FOOTING) KG 1.0000 1,665.00 1,665.000 1,665.00 SF) 37 BAR REINFORCING STEEL (BRIDGE) KG 1.2000 158,280.00 40,229.000 48,274.80 131,830.000 158,196.00 SF) 38 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0000 92,000.00 0.000 0.00 SF) 39 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0500 122,043.35 12,419.000 62,715.95 F) 40 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4800 11,600.16 12,419.000 5,961.12 SF) 41 920 MM CAST-IN-DRILLED-HOLE M 1,200.0000 32,400.00 21.500 25,800.00 S) CONCRETE PILE (SIGN FOUNDATION) 42 ROADSIDE SIGN - ONE POST EA 295.0000 20,355.00 10.000 2,950.00 43 ROADSIDE SIGN - TWO POST EA 675.0000 6,750.00 2.000 1,350.00 44 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 110.0000 1,100.00 3.000 330.00 METHOD) 45 INSTALL SIGN PANEL ON EXISTING FRAME M2 160.0000 3,200.00 0.000 0.00 46 300 MM ALTERNATIVE PIPE CULVERT M 160.0000 14,080.00 131.000 20,960.00 47 450 MM ALTERNATIVE PIPE CULVERT M 195.0000 58,500.00 362.100 70,609.50 48 600 MM ALTERNATIVE PIPE CULVERT M 265.0000 137,800.00 497.300 131,784.50 49 750 MM ALTERNATIVE PIPE CULVERT M 270.0000 118,800.00 275.900 74,493.00 50 CAST-IN-PLACE TRENCH DRAIN M 373.0000 216,340.00 0.000 0.00 51 FIBER GLASS LINER TRENCH DRAIN M 397.0000 246,140.00 0.000 0.00 52 600 MM REINFORCED CONCRETE PIPE M 330.0000 30,030.00 81.000 26,730.00 53 600 MM X 450 MM REINFORCED CONCRETE M 370.0000 74,000.00 94.000 34,780.00 PIPE ARCH 54 300 MM SLOTTED CORRUGATED STEEL PIPE M 1,800.0000 5,400.00 0.000 0.00 (1.63 MM THICK) 55 GEOCOMPOSITE DRAIN M2 5.5000 133,100.00 15,865.800 87,261.90 56 80 MM PLASTIC PIPE (EDGE DRAIN) M 18.0000 54,000.00 2,021.000 36,378.00 57 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 225.0000 21,600.00 79.000 17,775.00 PROGRAM CAS145 PAGE 7 DATE 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1414 TIME 10:00 AM ESTIMATE NO. 26 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 04/20/04 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 04/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 DRAINAGE WICK M 1.5500 368,900.00 224,633.500 348,181.93 59 GEOTEXTILE FILTER M2 3.7500 96,750.00 49,208.800 184,533.00 60 GEOTEXTILE REINFORCEMENT M2 3.6500 98,550.00 35,188.500 128,438.03 61 CLASS 3 PERMEABLE MATERIAL M3 45.0000 702,000.00 3,525.540 158,649.30 48,846.900 2,198,110.50 62 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 85.0000 3,230.00 38.000 3,230.00 (1.63 MM THICK) 63 WELDED STEEL PIPE CASING (BRIDGE) M 500.0000 12,000.00 0.000 0.00 64 300 MM ALTERNATIVE FLARED END SECTION EA 500.0000 2,500.00 3.000 1,500.00 65 450 MM ALTERNATIVE FLARED END SECTION EA 630.0000 2,520.00 3.000 1,890.00 66 600 MM ALTERNATIVE FLARED END SECTION EA 390.0000 5,850.00 16.000 6,240.00 67 750 MM ALTERNATIVE FLARED END SECTION EA 965.0000 965.00 1.000 965.00 68 900 MM X 600 MM ALUMINUM AUTOMATIC EA 3,600.0000 14,400.00 4.000 14,400.00 DRAINAGE GATE 69 750 MM AUTOMATIC DRAINAGE GATE EA 3,950.0000 7,900.00 0.000 0.00 70 2440 MM X 1220 MM PRECAST CONCRETE BOX M 2,350.0000 399,500.00 61.400 144,290.00 CULVERT 71 MINOR CONCRETE (BACKFILL) M3 180.0000 48,600.00 200.000 36,000.00 72 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 100.0000 33,000.00 331.000 33,100.00 73 ROCK SLOPE PROTECTION M3 115.0000 100,050.00 3.240 372.60 (FACING, METHOD B) 74 ROCK SLOPE PROTECTION M3 85.0000 11,050.00 76.000 6,460.00 (BACKING NO. 3, METHOD B) 75 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 125.0000 41,250.00 203.000 25,375.00 76 SLOPE PAVING (CONCRETE) M3 450.0000 18,450.00 0.000 0.00 F) 77 ROCK SLOPE PROTECTION FABRIC M2 2.5000 9,825.00 1,108.620 2,771.55 78 MINOR CONCRETE (MISCELLANEOUS M3 316.0000 75,840.00 64.200 20,287.20 238.550 75,381.80 CONSTRUCTION) 79 MISCELLANEOUS IRON AND STEEL KG 2.0000 13,150.00 400.000 800.00 2,682.000 5,364.00 SF) 80 MISCELLANEOUS IRON AND STEEL KG 21.2500 29,325.00 1,100.000 23,375.00 SF)(GALVANIZED) 81 MISCELLANEOUS IRON AND STEEL KG 11.0000 5,940.00 0.000 0.00 SF)(STEEL BULK HEAD) 82 CHAIN LINK FENCE (TYPE CL-1.2, M 29.0000 19,836.00 0.000 0.00 S) VINYL-CLAD) 83 CHAIN LINK FENCE (TYPE CL-1.8) M 23.0000 47,150.00 0.000 0.00 S) 84 CHAIN LINK FENCE (TYPE CL-1.8, M 75.0000 2,550.00 34.000 2,550.00 VINYL-CLAD) PROGRAM CAS145 PAGE 8 DATE 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1414 TIME 10:00 AM ESTIMATE NO. 26 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 04/20/04 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 04/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 CHAIN LINK FENCE M 385.0000 128,975.00 0.000 0.00 SF)(MODIFIED) 86 CHAIN LINK FENCE (TYPE CL-3.0, M 150.0000 3,000.00 0.000 0.00 VINYL-CLAD) 87 1.2 M CHAIN LINK GATE (TYPE CL-1.8, EA 500.0000 500.00 1.000 500.00 S) VINYL-CLAD) 88 5.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 800.0000 800.00 0.000 0.00 S) 89 DELINEATOR (CLASS 1) EA 30.0000 1,290.00 0.000 0.00 90 METAL BEAM GUARD RAILING (WOOD POST) M 90.0000 15,300.00 87.600 7,884.00 S) 91 CHAIN LINK RAILING (TYPE 7) M 120.0000 12,240.00 0.000 0.00 SF) 92 CONCRETE BARRIER (TYPE K) M 82.5000 36,300.00 0.000 0.00 93 CONCRETE BARRIER (TYPE 26 MODIFIED) M 400.0000 40,800.00 0.000 0.00 F) 94 REMOVABLE BOLLARD EA 300.0000 1,200.00 0.000 0.00 S) 95 PERMANENT BOLLARD EA 150.0000 300.00 0.000 0.00 S) 96 TERMINAL SYSTEM (TYPE ET) EA 2,700.0000 2,700.00 0.000 0.00 97 TERMINAL SYSTEM (TYPE SRT) EA 1,900.0000 20,900.00 3.000 5,700.00 S) 98 CRASH CUSHION, SAND FILLED EA 4,500.0000 13,500.00 1.000 4,500.00 1.000 4,500.00 S) 99 CONCRETE BARRIER (TYPE 60) M 90.0000 166,500.00 4.500 405.00 00 CONCRETE BARRIER (TYPE 60C) M 102.0000 39,780.00 196.000 19,992.00 01 CONCRETE BARRIER (TYPE 60E) M 550.0000 25,300.00 0.000 0.00 02 CONCRETE BARRIER M 180.0000 18,360.00 0.000 0.00 F) (TYPE 732 MODIFIED) 03 CONCRETE BARRIER M 150.0000 70,800.00 0.000 0.00 F) (TYPE 732 A MODIFIED) 04 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 6,750.00 0.000 0.00 S) 05 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 11,000.00 0.000 0.00 S) 06 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,200.00 0.000 0.00 S) 07 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2500 2,002.50 0.000 0.00 S) 08 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 260.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 09 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 320.00 0.000 0.00 S) (BROKEN 2.44 M - 1.22 M) 10 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 220.00 0.000 0.00 S) (BROKEN 2.59 M - 2.14 M) 11 100 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 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1414 TIME 10:00 AM ESTIMATE NO. 26 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 04/20/04 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 04/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 190.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 13 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 170.00 0.000 0.00 S) (BROKEN 5.49 M - 3.66 M) 14 PAINT TRAFFIC STRIPE (1-COAT) M 0.7800 19,188.00 16,779.780 13,088.23 S) 15 PAINT PAVEMENT MARKING (1-COAT) M2 30.0000 3,900.00 137.560 4,126.80 S) 16 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.6000 2,240.00 208.000 332.80 S) 17 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 10,400.00 1,100.000 4,400.00 S) 18 SIGNAL AND LIGHTING (LOCATION 1) LS 40,000.0000 40,000.00 0.500 20,000.00 0.700 28,000.00 S) 19 SIGNAL AND LIGHTING (LOCATION 2) LS 42,000.0000 42,000.00 0.700 29,400.00 S) STAGE 4 20 CITY STREET LIGHTING SYSTEM LS 100,000.0000 100,000.00 1.000 100,000.00 S) 21 LIGHTING (STAGE CONSTRUCTION) LS 25,000.0000 25,000.00 0.550 13,750.00 S) 22 LIGHTING AND SIGN ILLUMINATION LS 25,000.0000 25,000.00 0.950 23,750.00 S) 23 TRAFFIC OPERATIONS SYSTEM LS 100,000.0000 100,000.00 0.650 65,000.00 S) 24 CAMERA UNIT EA 8,000.0000 8,000.00 0.000 0.00 S) 25 PAN/TILT UNIT EA 4,250.0000 4,250.00 0.000 0.00 S) 26 CAMERA CONTROL UNIT EA 4,350.0000 4,350.00 0.000 0.00 S) 27 VIDEO ENCODER UNIT EA 24,219.0000 24,219.00 0.000 0.00 S) 28 INTEGRATED SERVICES DIGITAL NETWORK EA 950.0000 950.00 0.000 0.00 S) TERMINAL ADAPTER 29 SPRINKLER CONTROL CONDUIT (BRIDGE) M 75.0000 6,975.00 90.000 6,750.00 90.000 6,750.00 SF) 30 REMOVE EXISTING SIGNAL SYSTEM LS 15,000.0000 15,000.00 1.000 15,000.00 S) PROGRAM CAS145 PAGE 10 DATE 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1414 TIME 10:00 AM ESTIMATE NO. 26 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 04/20/04 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 04/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 623,585.88 13,817,172.30 ADJUSTMENT OF COMPENSATION 0.00 131,536.13 EXTRA WORK 116,911.93 533,600.39 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 740,497.81 14,482,308.82 31 MOBILIZATION LS 2058,000.0000 2,058,000.00 1.000 2,058,000.00 ORIGINAL CONTRACT AMOUNT 20,296,234.49 TOTAL WORK COMPLETED 740,497.81 16,540,308.82 MATERIALS ON HAND ON SITE 235,504.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -28,376.56 TOTAL 740,497.81 16,747,436.26 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 04/04/05 453 64 42 3 74% 65% PROGRESS IS SATISFACTORY BUTTERS, CARL RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 04/20/04