PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 08/25/08 EST. NO.21 TIME 12:55 PM R.E. NAME: YII, JAMES 12-056214 --------------------------------------------------------------------------- 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 0038 709.25 E.W. @ F.A.(+) 052108 N 0333.0 0040 308.35 070608 N 0355.0 0041 135.55 062308 N 0357.0 011 0009 2,827.34 E.W. @ F.A.(+) 011808 N 0335.0 034 0002 1,826.47 E.W. @ F.A.(+) 040708 N 0336.0 036 0002 3,635.27 E.W. @ F.A.(+) 051508 N 0310.0 0003 1,726.27 051608 N 0311.0 0004 586.66 051908 N 0312.0 0005 1,487.94 050708 N 0330.0 13,243.10 TOTAL THIS ESTIMATE 577,171.74 TOTAL PREVIOUS ESTIMATE 590,414.84 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 08/25/08 EST. NO.21 TIME 12:55 PM R.E. NAME: YII, JAMES 12-056214 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RESTAKING -800.00 05 RESTAKING -2,400.00 13 LATE OPENING -4,666.67 20 0.00 -7,866.67 TOTAL DEDUCTIONS 0.00 -7,866.67 PROGRAM CAS145 PAGE 1 DATE 08/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-056214 TIME 12:55 PM ESTIMATE NO. 21 BID OPENING 11/02/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 08/25/08 LOCATION PROGRESS ESTIMATE 12-ORA-90-11.8/12.5 ----------------- BRUTOCO ENGINEERING & CONST. IN ORANGE COUNTY IN YORBA LINDA P.O. BOX 310189 AND ANAHEIM ON ROUTE 90 FROM .95 FONTANA, CA 92331-0189 KM EAST OF KELLOGG DRIVE UNDERCROSSING TO LA PLAMA AVENUE FED. AID NO. HP21-6212(11)E ,L-6212(11)E CONSTRUCT BRIDGE AND WIDEN ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 02 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 12,500.0000 12,500.00 0.500 6,250.00 03 TIME-RELATED OVERHEAD WDAY 2,000.0000 1,700,000.00 23.000 46,000.00 362.000 724,000.00 04 TEMPORARY FENCE (TYPE CL-1.8) M 45.0000 35,100.00 1,007.000 45,315.00 05 TEMPORARY FENCE (TYPE ESA) M 20.0000 9,200.00 108.000 2,160.00 06 600 MM TEMPORARY CULVERT M 400.0000 30,000.00 77.500 31,000.00 07 PREPARE STORM WATER POLLUTION LS 15,000.0000 15,000.00 0.750 11,250.00 PREVENTION PLAN 08 WATER POLLUTION CONTROL LS 110,000.0000 110,000.00 0.060 6,600.00 0.560 61,600.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 45,000.0000 90,000.00 1.000 45,000.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 8,000.00 2.000 8,000.00 11 STREET SWEEPING LS 130,000.0000 130,000.00 0.070 9,100.00 0.640 83,200.00 12 CONSTRUCTION AREA SIGNS LS 32,000.0000 32,000.00 0.500 16,000.00 S) 13 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.070 7,000.00 0.650 65,000.00 S) 14 TYPE III BARRICADE EA 78.0000 1,248.00 4.000 312.00 S) 15 TEMPORARY PAVEMENT MARKING (PAINT) M2 27.0000 3,780.00 185.280 5,002.56 S) 16 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.5000 34,050.00 5,474.310 8,211.47 S) 17 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 11,250.00 207.000 9,315.00 S) 18 TEMPORARY PAVEMENT MARKER EA 4.5000 14,985.00 863.000 3,883.50 S) (RETROREFLECTIVE) 19 PORTABLE CHANGEABLE MESSAGE SIGN LS 100,000.0000 100,000.00 0.070 7,000.00 0.630 63,000.00 S) 20 TEMPORARY RAILING (TYPE K) M 30.0000 86,400.00 1,757.850 52,735.50 S) 21 TEMPORARY CRASH CUSHION MODULE EA 200.0000 56,000.00 4.000 800.00 170.000 34,000.00 S) 22 TEMPORARY TRAFFIC SCREEN M 10.0000 28,800.00 1,430.850 14,308.50 S) PROGRAM CAS145 PAGE 2 DATE 08/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-056214 TIME 12:55 PM ESTIMATE NO. 21 BID OPENING 11/02/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 08/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ABANDON CULVERT M 275.0000 37,125.00 6.500 1,787.50 158.500 43,587.50 24 REMOVE CHAIN LINK FENCE M 19.0000 30,970.00 1,555.000 29,545.00 25 REMOVE FLARED END SECTION EA 600.0000 600.00 1.000 600.00 26 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.3500 11,115.50 1,237.040 2,907.04 S) STRIPE 27 REMOVE YELLOW THERMOPLASTIC PAVEMENT M2 86.0000 1,290.00 23.200 1,995.20 S) MARKING 28 REMOVE PAINTED TRAFFIC STRIPE M 1.2500 1,925.00 550.000 687.50 S) 29 REMOVE PAVEMENT MARKING M2 25.0000 2,500.00 38.590 964.75 S) 30 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.2000 11,412.00 1,825.800 2,190.96 S) 31 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.0000 7,750.00 120.630 3,015.75 S) 32 REMOVE PAVEMENT MARKER EA 2.0000 7,720.00 165.000 330.00 S) 33 REMOVE ROADSIDE SIGN EA 220.0000 14,740.00 0.000 0.00 34 REMOVE ASPHALT CONCRETE DIKE M 4.2500 8,245.00 2,009.000 8,538.25 35 REMOVE RAISED ISLAND M2 8.0000 7,200.00 822.000 6,576.00 36 REMOVE OVERSIDE DRAIN EA 300.0000 2,700.00 9.000 2,700.00 37 REMOVE CULVERT M 72.0000 8,640.00 115.400 8,308.80 38 REMOVE INLET EA 1,125.0000 13,500.00 12.000 13,500.00 39 REMOVE HEADWALL EA 2,500.0000 12,500.00 5.000 12,500.00 40 REMOVE BASE AND SURFACING M3 25.0000 46,500.00 230.000 5,750.00 11,261.040 281,526.00 41 REMOVE DELINEATOR EA 16.0000 480.00 0.000 0.00 42 RELOCATE CRASH CUSHION (TYPE ADIEM) EA 7,600.0000 7,600.00 0.000 0.00 43 RELOCATE ROADSIDE SIGN EA 360.0000 5,400.00 0.000 0.00 44 REMOVE CONCRETE CURB M 12.0000 6,240.00 515.000 6,180.00 45 REMOVE CONCRETE (CURB AND GUTTER) M 13.0000 4,160.00 851.000 11,063.00 46 REMOVE CONCRETE SIDEWALK M2 10.0000 12,800.00 1,197.900 11,979.00 47 REMOVE CONCRETE (CHANNEL) M3 70.0000 1,820.00 26.000 1,820.00 48 REMOVE CONCRETE (MISCELLANEOUS) M3 70.0000 5,390.00 77.000 5,390.00 49 CLEARING AND GRUBBING LS 21,000.0000 21,000.00 0.050 1,050.00 1.000 21,000.00 PROGRAM CAS145 PAGE 3 DATE 08/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-056214 TIME 12:55 PM ESTIMATE NO. 21 BID OPENING 11/02/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 08/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ROADWAY EXCAVATION M3 5.0000 385,500.00 120.200 601.00 47,524.080 237,620.40 51 STRUCTURE EXCAVATION (BRIDGE) M3 44.0000 66,000.00 1,500.000 66,000.00 F) 52 STRUCTURE EXCAVATION (RETAINING WALL) M3 29.0000 29,870.00 1,920.000 55,680.00 F) 53 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 20.0000 40,000.00 2,000.000 40,000.00 F) 54 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 44.0000 11,880.00 270.000 11,880.00 F) 55 STRUCTURE BACKFILL (BRIDGE) M3 58.0000 107,300.00 159.000 9,222.00 244.000 14,152.00 F) 56 STRUCTURE BACKFILL (RETAINING WALL) M3 58.0000 111,360.00 2,810.000 162,980.00 F) 57 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 94.0000 1,880.00 20.000 1,880.00 F) 58 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 275.0000 66,000.00 240.000 66,000.00 F) 59 LEAN CONCRETE BACKFILL M3 210.0000 77,700.00 370.000 77,700.00 F) 60 900 MM DRILLED HOLE M 107.0000 156,220.00 1,409.260 150,790.82 61 DITCH EXCAVATION M3 46.0000 14,260.00 55.000 2,530.00 455.000 20,930.00 62 STEEL SOLDIER PILE (W250 X 80) M 190.0000 248,900.00 1,288.840 244,879.60 63 STEEL SOLDIER PILE (W610 X 140) M 195.0000 74,100.00 389.400 75,933.00 64 STEEL SOLDIER PILE (W610 X 174) M 252.0000 68,040.00 281.680 70,983.36 65 STEEL SOLDIER PILE (W610 X 195) M 292.0000 24,820.00 85.360 24,925.12 66 EARTH RETAINING STRUCTURE, LOCATION A M2 440.0000 739,200.00 0.000 0.00 F) 67 EARTH RETAINING STRUCTURE, LOCATION B M2 490.0000 693,350.00 0.000 0.00 F) 68 EARTH RETAINING STRUCTURE, LOCATION C M2 475.0000 650,750.00 0.000 0.00 F) 69 SOIL NAIL ASSEMBLY M 68.0000 72,080.00 979.000 66,572.00 S) 70 IMPORTED BORROW M3 19.5000 1,643,850.00 49,755.000 970,222.50 71 ROCK BLANKET M2 100.0000 60,000.00 0.000 0.00 72 STRAW (EROSION CONTROL) TONN 840.0000 15,960.00 2.450 2,058.00 S) 73 FIBER (EROSION CONTROL) KG 1.1000 4,455.00 525.000 577.50 S) 74 COMPOST (EROSION CONTROL) M3 43.0000 48,160.00 60.890 2,618.27 S) 75 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 300.0000 1,200.00 1.000 300.00 S) 76 PURE LIVE SEED (EROSION CONTROL) KG 160.0000 22,400.00 18.190 2,910.40 S) PROGRAM CAS145 PAGE 4 DATE 08/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-056214 TIME 12:55 PM ESTIMATE NO. 21 BID OPENING 11/02/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 08/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STABILIZING EMULSION (EROSION CONTROL) KG 4.2500 3,910.00 119.000 505.75 S) 78 NPS 3 SUPPLY LINE (BRIDGE) M 178.0000 19,580.00 0.000 0.00 79 250 MM CORRUGATED HIGH DENSITY M 170.0000 14,110.00 27.000 4,590.00 S) POLYETHYLENE PIPE CONDUIT 80 CLASS 2 AGGREGATE SUBBASE M3 47.0000 286,230.00 185.000 8,695.00 6,659.920 313,016.24 81 CLASS 2 AGGREGATE BASE M3 48.0000 207,840.00 4,450.640 213,630.72 82 ASPHALT CONCRETE (TYPE A) TONN 90.0000 2,241,000.00 945.840 85,125.60 17,163.640 1,544,727.60 83 ASPHALT CONCRETE BASE (TYPE A) TONN 85.0000 1,963,500.00 345.290 29,349.65 13,232.940 1,124,799.90 84 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 6.0000 8,760.00 22.000 132.00 85 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 6.0000 228.00 309.000 1,854.00 86 FURNISH STEEL PILING (HP 360 X 132) M 132.0000 572,880.00 4,595.000 606,540.00 87 DRIVE STEEL PILE (HP 360 X 132) EA 1,230.0000 349,320.00 124.000 152,520.00 284.000 349,320.00 S) 88 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 205.0000 362,850.00 1,244.000 255,020.00 S) PILING 89 450 MM CAST-IN-DRILLED-HOLE CONCRETE M 230.0000 163,300.00 158.100 36,363.00 S) PILING 90 1220 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,550.0000 15,500.00 0.000 0.00 S) 91 PRESTRESSING CAST-IN-PLACE CONCRETE LS 250,000.0000 250,000.00 0.000 0.00 S) 92 TIEBACK ANCHOR EA 3,200.0000 329,600.00 103.000 329,600.00 S) 93 STRUCTURAL CONCRETE, ANCHOR SLAB M3 410.0000 96,350.00 235.000 96,350.00 F) 94 STRUCTURAL CONCRETE M3 650.0000 507,000.00 906.000 588,900.00 F) 95 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 270.0000 162,000.00 247.520 66,830.40 600.000 162,000.00 F) 96 STRUCTURAL CONCRETE, BRIDGE M3 606.0000 2,139,180.00 782.000 473,892.00 782.000 473,892.00 F) 97 STRUCTURAL CONCRETE (TRAFFIC SIGNAL) M3 625.0000 28,750.00 0.000 0.00 S) 98 STRUCTURAL CONCRETE, RETAINING WALL M3 615.0000 308,853.00 502.200 308,853.00 F) 99 STRUCTURAL CONCRETE, BARRIER SLAB M3 510.0000 487,050.00 0.000 0.00 F) 00 STRUCTURAL CONCRETE, APPROACH SLAB M3 830.0000 182,600.00 0.000 0.00 F) (TYPE N MODIFIED) 01 CLASS 3 CONCRETE (BACKFILL) M3 200.0000 98,000.00 490.000 98,000.00 F) 02 CLASS 1 CONCRETE (BOX CULVERT) M3 1,400.0000 185,360.00 132.340 185,276.00 F) 03 MINOR CONCRETE (MINOR STRUCTURE) M3 2,350.0000 461,305.00 0.500 1,175.00 159.100 373,885.00 F) PROGRAM CAS145 PAGE 5 DATE 08/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-056214 TIME 12:55 PM ESTIMATE NO. 21 BID OPENING 11/02/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 08/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 MINOR CONCRETE (SOUND WALL) M3 760.0000 62,320.00 52.000 39,520.00 05 FRACTURED RIB TEXTURE M2 89.0000 222,500.00 406.000 36,134.00 2,496.000 222,144.00 F) 06 FURNISH DECK OVERLAY (CONCRETE) M3 170.0000 8,500.00 0.000 0.00 07 PLACE DECK OVERLAY (CONCRETE) M2 32.0000 11,840.00 0.000 0.00 F) 08 SOUND WALL (MASONRY BLOCK) M2 230.0000 1,443,710.00 3,437.260 790,569.80 SF) 09 FOOTING (SOUND WALL) M3 1,100.0000 9,900.00 0.000 0.00 10 MASONRY BLOCK WALL M2 360.0000 15,120.00 42.000 15,120.00 SF) 11 INSTALL METAL SOUND WALL M2 23.0000 5,060.00 0.000 0.00 SF) 12 JOINT SEAL (MR 50 MM) M 225.0000 20,250.00 0.000 0.00 S) 13 BAR REINFORCING STEEL, ANCHOR SLAB KG 2.7500 37,950.00 14,624.000 40,216.00 SF) 14 BAR REINFORCING STEEL KG 2.3000 158,470.00 71,734.000 164,988.20 SF) 15 BAR REINFORCING STEEL (BRIDGE) KG 2.4200 1,485,880.00 152,776.000 369,717.92 205,179.000 496,533.18 SF) 16 BAR REINFORCING STEEL (TRAFFIC SIGNAL) KG 2.2000 3,740.00 0.000 0.00 S) 17 BAR REINFORCING STEEL (BOX CULVERT) KG 2.3000 41,326.40 17,968.000 41,326.40 SF) 18 SHOTCRETE M3 1,100.0000 66,000.00 60.000 66,000.00 SF) 19 FURNISH SIGN STRUCTURE (TRUSS) KG 8.7000 90,480.00 0.000 0.00 F) 20 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 5,200.00 0.000 0.00 SF) 21 FURNISH LAMINATED PANEL SIGN M2 360.0000 2,520.00 0.000 0.00 (25.4 MM-TYPE A) 22 FURNISH LAMINATED PANEL SIGN M2 360.0000 2,520.00 0.000 0.00 (25.4 MM-TYPE B) 23 FURNISH SINGLE SHEET ALUMINUM SIGN M2 220.0000 7,480.00 0.000 0.00 (1.6 MM-UNFRAMED) 24 FURNISH SINGLE SHEET ALUMINUM SIGN M2 227.0000 4,313.00 0.000 0.00 (2.0 MM-UNFRAMED) 25 FURNISH SINGLE SHEET ALUMINUM SIGN M2 255.0000 1,530.00 0.000 0.00 (1.6 MM-FRAMED) 26 FURNISH SINGLE SHEET ALUMINUM SIGN M2 265.0000 6,095.00 0.000 0.00 (2.0 MM-FRAMED) 27 1524 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,530.5300 17,713.71 0.000 0.00 S) (SIGN FOUNDATION) 28 METAL (RAIL MOUNTED SIGN) KG 30.0000 8,400.00 0.000 0.00 29 ROADSIDE SIGN - ONE POST EA 565.0000 27,120.00 0.000 0.00 30 ROADSIDE SIGN - TWO POST EA 1,525.0000 24,400.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 08/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-056214 TIME 12:55 PM ESTIMATE NO. 21 BID OPENING 11/02/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 08/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 1,400.00 0.000 0.00 METHOD) 32 INSTALL SIGN (MAST ARM MOUNTED) EA 515.0000 1,545.00 0.000 0.00 33 TIMBER LAGGING M3 1,270.0000 292,100.00 230.000 292,100.00 SF) 34 450 MM ALTERNATIVE PIPE CULVERT M 220.0000 28,600.00 54.400 11,968.00 35 600 MM ALTERNATIVE PIPE CULVERT M 178.0000 186,900.00 6.300 1,121.40 832.100 148,113.80 36 900 MM REINFORCED CONCRETE PIPE M 890.0000 21,360.00 23.780 21,164.20 37 1200 MM REINFORCED CONCRETE PIPE M 820.0000 39,360.00 48.000 39,360.00 38 GRATED LINE DRAIN M 300.0000 15,000.00 0.000 0.00 39 450 MM CORRUGATED STEEL PIPE RISER M 950.0000 4,750.00 2.400 2,280.00 (2.01 MM THICK) 40 600 MM CONCRETE FLARED END SECTION EA 1,500.0000 3,000.00 2.000 3,000.00 41 900 MM CONCRETE FLARED END SECTION EA 2,700.0000 5,400.00 2.000 5,400.00 42 TEMPORARY 600 MM CONCRETE FLARED END EA 990.0000 2,970.00 3.000 2,970.00 SECTION 43 900 MM PRECAST CONCRETE PIPE MANHOLE M 2,500.0000 12,500.00 1.800 4,500.00 2.800 7,000.00 44 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 155.0000 11,780.00 72.600 11,253.00 45 SLOPE PAVING (SPLIT FACE PAVERS) M2 137.0000 100,010.00 0.000 0.00 F) 46 ROCK SLOPE PROTECTION FABRIC M2 6.0000 960.00 148.800 892.80 47 MINOR CONCRETE (CURB AND GUTTER) M3 335.0000 56,950.00 150.940 50,564.90 48 MINOR CONCRETE (DRIVEWAY) M3 400.0000 6,000.00 15.000 6,000.00 49 MINOR CONCRETE (GUTTER) M 88.0000 23,144.00 263.000 23,144.00 F) 50 MINOR CONCRETE (SIDEWALK) M3 360.0000 122,400.00 116.110 41,799.60 51 MINOR CONCRETE (RED BRICK PATTERN) M2 80.0000 12,000.00 0.000 0.00 52 MINOR CONCRETE (BUS PAD) M3 380.0000 24,700.00 38.000 14,440.00 53 MINOR CONCRETE (CURB RAMP) M3 1,653.9900 16,539.90 10.000 16,539.90 54 MINOR CONCRETE (STAIRWAY) M3 3,100.0000 49,600.00 0.000 0.00 55 MISCELLANEOUS IRON AND STEEL KG 3.7000 39,338.40 3,700.700 13,692.59 F) 56 BRIDGE DECK DRAINAGE SYSTEM KG 18.0000 46,800.00 0.000 0.00 SF) 57 CHAIN LINK FENCE (TYPE CL-1.8) M 75.0000 138,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 08/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-056214 TIME 12:55 PM ESTIMATE NO. 21 BID OPENING 11/02/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 08/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 1.8 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,480.0000 2,480.00 0.000 0.00 S) 59 DELINEATOR (CLASS 1) EA 51.0000 1,938.00 0.000 0.00 60 GUARD RAILING DELINEATOR EA 26.0000 546.00 0.000 0.00 61 BARRIER MOUNTED DELINEATOR EA 26.0000 442.00 0.000 0.00 62 OBJECT MARKER (TYPE N) EA 100.0000 800.00 0.000 0.00 63 OBJECT MARKER (TYPE K-1) EA 100.0000 200.00 0.000 0.00 64 CHAIN LINK RAILING M 260.0000 28,080.00 108.000 28,080.00 SF) 65 CHAIN LINK RAILING (TYPE 6) M 528.0000 204,864.00 98.370 51,939.36 SF) 66 TUBULAR HANDRAILING M 273.0000 30,030.00 0.000 0.00 SF) 67 GALVINIZED HANDRAIL (STAIRWAY) M 400.0000 60,000.00 0.000 0.00 S) 68 TRANSITION RAILING (TYPE WB) EA 5,400.0000 32,400.00 3.000 16,200.00 S) 69 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,800.0000 22,800.00 0.000 0.00 S) 70 CRASH CUSHION (ADIEM) EA 29,000.0000 87,000.00 0.000 0.00 S) 71 CONCRETE BARRIER (TYPE 60) M 305.0000 350,750.00 14.000 4,270.00 72 CONCRETE BARRIER (TYPE 60D) M 295.0000 188,800.00 504.000 148,680.00 73 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 74 CONCRETE BARRIER (TYPE 736A) M 320.0000 35,200.00 84.000 26,880.00 75 CONCRETE BARRIER (TYPE 736 MODIFIED) M 290.0000 207,060.00 0.000 0.00 F) 76 CONCRETE BARRIER (TYPE 736-1 MODIFIED) M 605.0000 121,000.00 0.000 0.00 F) 77 CONCRETE BARRIER (TYPE 736-2 MODIFIED) M 385.0000 38,500.00 0.000 0.00 F) 78 CONCRETE BARRIER (TYPE 736SV) M 400.0000 216,000.00 235.000 94,000.00 79 THERMOPLASTIC PAVEMENT MARKING M2 39.0000 11,310.00 0.000 0.00 S) 80 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 13,035.00 0.000 0.00 S) 81 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 5,250.00 0.000 0.00 S) 82 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 480.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 83 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 310.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 84 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 4,850.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) PROGRAM CAS145 PAGE 8 DATE 08/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-056214 TIME 12:55 PM ESTIMATE NO. 21 BID OPENING 11/02/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 08/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 570.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 86 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 9,540.00 0.000 0.00 S) 87 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 6,280.00 0.000 0.00 S) 88 SIGNAL AND LIGHTING (TEMPORARY) LS 106,500.0000 106,500.00 0.902 96,063.00 S) 89 SIGNAL AND LIGHTING (REMOVE) LS 75,000.0000 75,000.00 1.000 75,000.00 S) 90 SIGNAL AND LIGHTING (LOCATION 1) LS 156,000.0000 156,000.00 0.510 79,560.00 S) 91 SIGNAL AND LIGHTING (LOCATION 2) LS 130,500.0000 130,500.00 0.603 78,691.50 S) 92 SIGNAL AND LIGHTING (LOCATION 3) LS 73,000.0000 73,000.00 0.636 46,428.00 S) 93 LIGHTING LS 332,000.0000 332,000.00 0.010 3,320.00 0.560 185,920.00 S) 94 SIGN ILLUMINATION LS 28,500.0000 28,500.00 0.080 2,280.00 S) 95 COMMUNICATION CONDUIT (BRIDGE) M 51.0000 46,410.00 0.000 0.00 96 SPRINKLER CONTROL CONDUIT (BRIDGE) M 73.5000 8,085.00 0.000 0.00 97 ELECTRIC SERVICE (IRRIGATION) LS 20,000.0000 20,000.00 0.760 15,200.00 S) 98 TRAFFIC MONITORING STATION LS 61,000.0000 61,000.00 0.470 28,670.00 S) 99 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 00 ABANDON SEWER PIPE M 45.0000 4,320.00 96.000 4,320.00 01 ABANDON SEWER MANHOLE EA 5,300.0000 5,300.00 1.000 5,300.00 02 REMOVE SEWER MANHOLE EA 5,900.0000 11,800.00 1.000 5,900.00 1.000 5,900.00 03 REMOVE SEWER PIPE M 275.0000 20,350.00 74.000 20,350.00 04 FURNISH STEEL PILING (HP 360 X 174) M 130.0000 60,580.00 466.000 60,580.00 05 DRIVE STEEL PILING (HP 360 X 174) EA 1,000.0000 37,000.00 37.000 37,000.00 S) 06 300 MM PVC SEWER PIPE M 850.0000 153,000.00 158.000 134,300.00 07 1525 MM SEWER MANHOLE M 2,500.0000 27,500.00 6.500 16,250.00 08 1825MM SEWER MANHOLE M 2,900.0000 46,400.00 8.000 23,200.00 09 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 10 PLACE TEMPORARY ASPHALT CONCRETE M2 35.0000 15,400.00 440.000 15,400.00 SIDEWALK 11 TEMPORARY CONCRETE (CURB RAMP) M3 3,200.0000 3,200.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 08/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-056214 TIME 12:55 PM ESTIMATE NO. 21 BID OPENING 11/02/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 08/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 280.0000 20,720.00 0.000 0.00 PILING 13 CONCRETE BARRIER (TYPE 736S) M 0.0100 1.10 0.000 0.00 14 PLACE TEMPORARY ASPHALT CONCRETE M2 45.0000 7,200.00 0.000 0.00 (MISCELLANEOUS AREA) PROGRAM CAS145 PAGE 10 DATE 08/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-056214 TIME 12:55 PM ESTIMATE NO. 21 BID OPENING 11/02/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 08/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,335,721.47 15,089,858.69 ADJUSTMENT OF COMPENSATION 0.00 93,400.00 EXTRA WORK 13,243.10 497,014.84 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,348,964.57 15,680,273.53 15 MOBILIZATION LS 3000,000.0000 3,000,000.00 0.050 150,000.00 1.000 3,000,000.00 ORIGINAL CONTRACT AMOUNT 30,963,653.01 TOTAL WORK COMPLETED 1,498,964.57 18,680,273.53 MATERIALS ON HAND ON SITE 25,797.72 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -7,866.67 TOTAL 1,498,964.57 18,698,204.58 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 12/20/06 850 02/16/07 02/16/07 07/26/10 366 12 0 0 58% 43% PROGRESS IS SATISFACTORY YII, JAMES RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 08/25/08