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 12/21/07 EST. NO.55 TIME 02:21 PM R.E. NAME: CASTILLO, MARIO D 10-1A7004 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 12/21/07 EST. NO.55 TIME 02:21 PM R.E. NAME: CASTILLO, MARIO D 10-1A7004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NOT CONFORM SP10-1-2 -183,825.30 17 CONFORM SP10-1.2 183,825.30 18 CR TO STATE SS90-202 -1,321.20 29 CR TO STATE SS90 PCC -1,051.88 29 COMP FOR CHANGE RAIL -16,000.00 42 RE-STAKING -18,020.00 42 COMP.FOR CHANG RAIL -100.00 43 RE-STAKING 1,260.00 43 RE-STAKING 560.00 44 0.00 -34,673.08 LABOR COMPLIANCE VIOLATION MISS PAYROLL EST #5 -10,000.00 05 REC'D PAYROLL EST #5 10,000.00 06 MISSING PAYROLLS -1,000.00 45 0.00 -1,000.00 TOTAL DEDUCTIONS 0.00 -35,673.08 PROGRAM CAS145 PAGE 1 DATE 12/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1A7004 TIME 02:21 PM ESTIMATE NO. 55 BID OPENING 03/27/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: CASTILLO, MARIO D DATE OF THIS ESTIMATE 12/21/07 LOCATION PROGRESS ESTIMATE 10-SJ-99-14.1/15.0 ----------------- VIKING DSS A JOINT VENTURE IN SAN JOAQUIN COUNTY IN AND NEAR 11315 SUNRISE GOLD CIR. STE A STOCKTON FROM 0.9 KM SOUTH TO RANCHO CORDOVA CA 95742-6534 1.1 KM NORTH OF ARCH ROAD OVERCROSSING FED. AID NO. ACNH-P099(429)E ,STPL-6210(1) CONSTRUCT INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ 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 9,000.0000 9,000.00 1.000 9,000.00 02 TIME-RELATED OVERHEAD WDAY 1,200.0000 600,000.00 527.000 632,400.00 03 50 MM TEMPORARY POLYVINYL CHLORIDE WATER M 26.0000 702.00 0.000 0.00 PIPE 04 600 MM TEMPORARY CULVERT M 175.0000 19,250.00 25.000 4,375.00 05 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 20,000.0000 20,000.00 1.000 20,000.00 07 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 1.000 25,000.00 S) 08 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 1.000 50,000.00 S) 09 TYPE II BARRICADE EA 90.0000 450.00 3.000 270.00 S) 10 TYPE III BARRICADE EA 100.0000 7,900.00 152.000 15,200.00 S) 11 TEMPORARY PAVEMENT MARKING (PAINT) M2 25.0000 700.00 260.260 6,506.50 S) 12 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.0000 8,160.00 2,180.500 8,722.00 S) 13 TEMPORARY PAVEMENT MARKING (TAPE) M2 100.0000 4,500.00 25.600 2,560.00 S) 14 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.5000 17,650.00 46,213.200 23,106.60 S) 15 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 57,200.00 1,485.000 59,400.00 S) 16 TEMPORARY PAVEMENT MARKER EA 3.0000 17,850.00 5,811.000 17,433.00 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 1.000 50,000.00 S) 18 TEMPORARY RAILING (TYPE K) M 27.0000 402,300.00 15,779.200 426,038.40 S) 19 TEMPORARY CRASH CUSHION MODULE EA 150.0000 33,000.00 128.000 19,200.00 S) 20 TEMPORARY TRAFFIC SCREEN M 8.0000 50,480.00 6,185.000 49,480.00 S) 21 TEMPORARY RETAINING WALL M2 150.0000 991,500.00 5,160.630 774,094.50 22 REMOVE FENCE M 3.0000 10,230.00 3,128.000 9,384.00 S) PROGRAM CAS145 PAGE 2 DATE 12/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1A7004 TIME 02:21 PM ESTIMATE NO. 55 BID OPENING 03/27/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: CASTILLO, MARIO D DATE OF THIS ESTIMATE 12/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE TRAFFIC STRIPE M 2.0000 11,100.00 13,494.000 26,988.00 S) 24 REMOVE TRAFFIC STRIPE (YELLOW) M 3.0000 24,870.00 834.000 2,502.00 S) 25 REMOVE PAVEMENT MARKING M2 20.0000 820.00 82.200 1,644.00 S) 26 REMOVE PAVEMENT MARKER EA 1.0000 2,370.00 2,068.000 2,068.00 S) 27 REMOVE ROADSIDE SIGN EA 50.0000 2,700.00 75.000 3,750.00 28 REMOVE CULVERT M 50.0000 56,000.00 1,002.800 50,140.00 29 REMOVE INLET EA 600.0000 12,600.00 19.000 11,400.00 30 REMOVE REINFORCED CONCRETE BOX CULVERT M3 65.0000 14,300.00 218.500 14,202.50 31 REMOVE MANHOLE EA 700.0000 4,200.00 5.000 3,500.00 32 REMOVE BASE AND SURFACING M3 3.0000 5,970.00 1,982.000 5,946.00 33 SALVAGE SINGLE THRIE BEAM BARRIER M 25.0000 65,250.00 2,487.000 62,175.00 S) 34 RELOCATE FIRE HYDRANT AND ASSEMBLY EA 2,200.0000 17,600.00 8.000 17,600.00 S) 35 RELOCATE WATER METER EA 1,600.0000 3,200.00 2.000 3,200.00 S) 36 RECONSTRUCT CHAIN LINK FENCE M 20.0000 2,400.00 115.200 2,304.00 S) 37 RECONSTRUCT THRIE BEAM BARRIER M 75.0000 51,000.00 0.000 0.00 S) 38 RECONSTRUCT METAL BEAM GUARD RAILING M 65.0000 5,330.00 82.000 5,330.00 S) (WOOD POST) 39 RELOCATE CHANGEABLE MESSAGE SIGN EA 15,000.0000 15,000.00 1.000 15,000.00 S) STRUCTURE 40 RELOCATE ROADSIDE SIGN-ONE POST EA 175.0000 4,375.00 4.000 700.00 41 RELOCATE ROADSIDE SIGN-TWO POST EA 650.0000 1,950.00 0.000 0.00 42 ADJUST FRAME AND COVER TO GRADE EA 400.0000 9,200.00 28.000 11,200.00 43 ADJUST MANHOLE TO GRADE EA 700.0000 2,100.00 5.000 3,500.00 44 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 17.0000 2,210.00 0.000 0.00 S) 45 REMOVE CONCRETE M3 42.0000 19,320.00 398.185 16,723.77 46 CAP INLET EA 1,100.0000 2,200.00 5.000 5,500.00 47 REMOVE CRASH CUSHION EA 1,500.0000 1,500.00 1.000 1,500.00 S) 48 BRIDGE REMOVAL, LOCATION A LS 30,000.0000 30,000.00 1.000 30,000.00 49 BRIDGE REMOVAL, LOCATION B LS 15,000.0000 15,000.00 1.000 15,000.00 PROGRAM CAS145 PAGE 3 DATE 12/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1A7004 TIME 02:21 PM ESTIMATE NO. 55 BID OPENING 03/27/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: CASTILLO, MARIO D DATE OF THIS ESTIMATE 12/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CLEARING AND GRUBBING LS 45,000.0000 45,000.00 1.000 45,000.00 51 DEVELOP WATER SUPPLY LS 18,000.0000 18,000.00 1.000 18,000.00 52 ROADWAY EXCAVATION M3 9.0000 936,000.00 140,602.000 1,265,418.00 53 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 54 STRUCTURE EXCAVATION (BRIDGE) M3 60.0000 82,800.00 1,380.000 82,800.00 F) 55 STRUCTURE EXCAVATION (RETAINING WALL) M3 20.0000 47,600.00 2,380.000 47,600.00 F) 56 STRUCTURE BACKFILL (BRIDGE) M3 85.0000 66,300.00 780.000 66,300.00 F) 57 STRUCTURE BACKFILL (RETAINING WALL) M3 40.0000 124,800.00 3,120.000 124,800.00 F) 58 PERVIOUS BACKFILL MATERIAL (RETAINING M3 45.0000 7,650.00 170.000 7,650.00 F) WALL) 59 EARTH RETAINING STRUCTURE M2 325.0000 760,500.00 2,340.000 760,500.00 F) (MECHANICALLY STABILIZED EARTH WALL) 60 IMPORTED BORROW M3 8.0000 1,544,000.00 165,955.000 1,327,640.00 61 HIGHWAY PLANTING LS 125,000.0000 125,000.00 0.977 122,125.00 S) 62 STRAW (EROSION CONTROL) TONN 400.0000 4,000.00 14.800 5,920.00 S) 63 FIBER (EROSION CONTROL) KG 0.7500 1,500.00 2,954.000 2,215.50 S) 64 COMPOST (EROSION CONTROL) KG 0.5000 2,200.00 9,480.000 4,740.00 S) 65 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 100.0000 800.00 8.000 800.00 S) 66 PURE LIVE SEED (EROSION CONTROL) KG 70.0000 6,370.00 137.800 9,646.00 S) 67 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 630.00 897.000 897.00 S) 68 STABILIZING EMULSION (EROSION CONTROL) KG 1.0000 380.00 579.000 579.00 S) 69 PLANT ESTABLISHMENT WORK LS 25,000.0000 25,000.00 0.078 1,950.00 1.000 25,000.00 S) 70 IRRIGATION SYSTEM LS 200,000.0000 200,000.00 0.990 198,000.00 S) 71 WATER METER EA 1,500.0000 6,000.00 4.000 6,000.00 S) 72 250 MM CORRUGATED HIGH DENSITY M 75.0000 18,750.00 236.000 17,700.00 S) POLYETHYLENE PIPE CONDUIT 73 BOOSTER PUMP SYSTEM EA 10,000.0000 20,000.00 2.000 20,000.00 S) 74 CLASS 4 AGGREGATE SUBBASE M3 39.0000 1,661,400.00 41,068.000 1,601,652.00 75 CLASS 2 AGGREGATE BASE M3 39.0000 1,158,300.00 29,587.030 1,153,894.17 76 ASPHALT TREATED PERMEABLE BASE M3 120.0000 55,200.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 12/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1A7004 TIME 02:21 PM ESTIMATE NO. 55 BID OPENING 03/27/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: CASTILLO, MARIO D DATE OF THIS ESTIMATE 12/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ASPHALT CONCRETE TONN 43.0000 2,597,200.00 61,703.350 2,653,244.05 78 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.0000 1,800.00 873.000 2,619.00 79 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.0000 1,470.00 427.000 1,281.00 80 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.0000 2,460.00 849.700 2,549.10 81 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.0000 6,450.00 1,720.500 5,161.50 82 RUMBLE STRIP M 3.0000 3,990.00 1,320.400 3,961.20 83 COLORED CONCRETE PAVEMENT M3 250.0000 250,000.00 1,134.170 283,542.50 84 FURNISH STEEL PILING (HP 310 X 79) M 35.0000 138,250.00 3,641.000 127,435.00 85 DRIVE STEEL PILE (HP 310 X 79) EA 500.0000 168,000.00 336.000 168,000.00 S) 86 FURNISH STEEL PIPE PILING (460 X 12.7) M 160.0000 39,200.00 245.300 39,248.00 87 DRIVE STEEL PIPE PILE (460 X 12.7) EA 1,000.0000 15,000.00 15.000 15,000.00 S) 88 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 70.0000 71,400.00 1,020.000 71,400.00 S) PILING (SOUND WALL) 89 PRESTRESSING CAST-IN-PLACE CONCRETE LS 175,000.0000 175,000.00 1.000 175,000.00 S) 90 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 204,750.00 585.000 204,750.00 F) 91 STRUCTURAL CONCRETE, BRIDGE M3 413.0000 1,866,347.00 4,551.000 1,879,563.00 F) 92 STRUCTURAL CONCRETE, RETAINING WALL M3 500.0000 516,500.00 1,046.580 523,290.00 F) 93 STRUCTURAL CONCRETE, APPROACH SLAB M3 525.0000 108,675.00 207.000 108,675.00 F) (TYPE N) 94 CLASS 1 CONCRETE (WINGWALL) M3 500.0000 23,000.00 46.000 23,000.00 F) 95 CLASS 1 CONCRETE (BOX CULVERT) M3 700.0000 165,200.00 236.000 165,200.00 F) 96 MINOR CONCRETE (MINOR STRUCTURE) M3 600.0000 142,800.00 237.420 142,452.00 F) 97 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 225.0000 253,125.00 1,125.000 253,125.00 SF) 98 PTFE BEARING EA 1,800.0000 32,400.00 18.000 32,400.00 S) 99 JOINT SEAL (MR 30 MM) M 310.0000 2,790.00 9.000 2,790.00 S) 00 JOINT SEAL ASSEMBLY (MR 80 MM) M 525.0000 39,375.00 74.500 39,112.50 S) 01 BAR REINFORCING STEEL (WINGWALL) KG 1.5000 5,754.00 3,836.000 5,754.00 SF) 02 BAR REINFORCING STEEL (BRIDGE) KG 0.9000 618,570.00 691,299.970 622,169.97 SF) 03 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5000 52,413.00 34,942.010 52,413.02 SF) PROGRAM CAS145 PAGE 5 DATE 12/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1A7004 TIME 02:21 PM ESTIMATE NO. 55 BID OPENING 03/27/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: CASTILLO, MARIO D DATE OF THIS ESTIMATE 12/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 BAR REINFORCING STEEL (BOX CULVERT) KG 1.0000 36,782.00 36,782.000 36,782.00 SF) 05 STRUCTURAL STEEL (BRIDGE) KG 2.2000 166,100.00 75,500.000 166,100.00 SF) 06 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 10.0000 14,100.00 1,410.000 14,100.00 F) WITH WALKWAY) 07 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.0000 2,820.00 1,410.000 2,820.00 SF)WITH WALKWAY) 08 FURNISH SIGN STRUCTURE (TRUSS) KG 8.0000 32,880.00 5,400.000 43,200.00 F) 09 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 4,110.00 5,400.000 5,400.00 SF) 10 760 MM CAST-IN-DRILLED-HOLE M 800.0000 6,400.00 4.000 3,200.00 S) CONCRETE PILE (SIGN FOUNDATION) 11 920 MM CAST-IN-DRILLED-HOLE M 900.0000 14,400.00 20.000 18,000.00 S) CONCRETE PILE (SIGN FOUNDATION) 12 ROADSIDE SIGN - ONE POST EA 200.0000 7,800.00 78.000 15,600.00 13 ROADSIDE SIGN - TWO POST EA 400.0000 2,400.00 13.000 5,200.00 14 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 125.00 14.000 1,750.00 METHOD) 15 450 MM ALTERNATIVE PIPE CULVERT M 100.0000 50,000.00 414.900 41,490.00 16 600 MM ALTERNATIVE PIPE CULVERT M 160.0000 392,000.00 2,374.000 379,840.00 17 900 MM ALTERNATIVE PIPE CULVERT M 240.0000 11,520.00 47.300 11,352.00 18 300 MM REINFORCED CONCRETE PIPE M 110.0000 44,000.00 442.500 48,675.00 19 450 MM REINFORCED CONCRETE PIPE M 120.0000 97,200.00 770.400 92,448.00 20 600 MM REINFORCED CONCRETE PIPE M 140.0000 77,000.00 545.200 76,328.00 21 750 MM REINFORCED CONCRETE PIPE M 190.0000 34,200.00 171.000 32,490.00 22 450 MM CORRUGATED STEEL PIPE M 300.0000 2,100.00 8.500 2,550.00 (2.77 MM THICK) 23 600 MM CORRUGATED STEEL PIPE M 240.0000 6,240.00 26.800 6,432.00 (2.77 MM THICK) 24 80 MM PLASTIC PIPE M 50.0000 10,000.00 150.000 7,500.00 (APPROACH SLAB DRAIN OUTLET) 25 300 MM CEMENT LINED DUCTILE IRON PIPE M 160.0000 12,800.00 79.700 12,752.00 26 450 MM CEMENT LINED DUCTILE IRON PIPE M 250.0000 5,750.00 22.200 5,550.00 27 600 MM CEMENT LINED DUCTILE IRON PIPE M 300.0000 5,100.00 16.500 4,950.00 28 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 240.0000 5,040.00 18.600 4,464.00 (2.77 MM THICK) 29 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 300.0000 4,200.00 14.000 4,200.00 (2.77 MM THICK) 30 450 MM ANCHOR ASSEMBLY EA 100.0000 400.00 4.000 400.00 PROGRAM CAS145 PAGE 6 DATE 12/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1A7004 TIME 02:21 PM ESTIMATE NO. 55 BID OPENING 03/27/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: CASTILLO, MARIO D DATE OF THIS ESTIMATE 12/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 600 MM ANCHOR ASSEMBLY EA 120.0000 240.00 2.000 240.00 32 450 MM CONCRETE FLARED END SECTION EA 900.0000 900.00 1.000 900.00 33 450 MM ALTERNATIVE FLARED END SECTION EA 900.0000 6,300.00 8.000 7,200.00 34 600 MM ALTERNATIVE FLARED END SECTION EA 1,000.0000 3,000.00 2.000 2,000.00 35 900 MM ALTERNATIVE FLARED END SECTION EA 1,500.0000 1,500.00 1.000 1,500.00 36 1200 MM PRECAST CONCRETE PIPE MANHOLE M 800.0000 44,800.00 33.040 26,432.00 37 400 MM DUCTILE IRON WATER PIPE M 260.0000 213,200.00 798.400 207,584.00 S) 38 ROCK SLOPE PROTECTION M3 85.0000 29,750.00 341.000 28,985.00 (FACING, METHOD B) 39 ROCK SLOPE PROTECTION M3 135.0000 4,320.00 40.900 5,521.50 (BACKING NO. 3, METHOD B) 40 MINOR CONCRETE (MISCELLANEOUS M3 300.0000 369,000.00 1,171.630 351,489.00 CONSTRUCTION) 41 MINOR CONCRETE (GUTTER) M3 350.0000 28,700.00 82.000 28,700.00 42 MISCELLANEOUS IRON AND STEEL KG 2.5000 50,665.00 19,999.000 49,997.50 SF) 43 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 20,500.00 2,050.000 20,500.00 SF) 44 CHAIN LINK FENCE (TYPE CL-1.2, M 25.0000 13,175.00 474.300 11,857.50 S) VINYL-CLAD) 45 CHAIN LINK FENCE (TYPE CL-1.8) M 21.0000 41,790.00 2,093.500 43,963.50 S) 46 CHAIN LINK FENCE (TYPE CL-1.8, SLATTED) M 35.0000 52,850.00 989.500 34,632.50 S) 47 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 650.0000 1,300.00 2.000 1,300.00 S) 48 SURVEY MONUMENT EA 500.0000 5,000.00 10.000 5,000.00 49 DELINEATOR (CLASS 1) EA 30.0000 3,300.00 96.000 2,880.00 50 OBJECT MARKER (TYPE K-1) EA 40.0000 280.00 7.000 280.00 51 METAL BEAM GUARD RAILING (WOOD POST) M 45.0000 103,950.00 1,833.800 82,521.00 S) 52 CONCRETE BARRIER (TYPE 25A) M 150.0000 18,000.00 120.000 18,000.00 53 CONCRETE BARRIER (TYPE 27SV) M 215.0000 109,650.00 505.000 108,575.00 54 CONCRETE BARRIER (TYPE 27 MODIFIED) M 150.0000 48,300.00 322.000 48,300.00 F) 55 DOUBLE THRIE BEAM BARRIER M 100.0000 11,000.00 18.900 1,890.00 S) 56 CABLE RAILING M 25.0000 15,000.00 363.293 9,082.33 S) 57 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 22,000.00 3.000 6,000.00 S) PROGRAM CAS145 PAGE 7 DATE 12/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1A7004 TIME 02:21 PM ESTIMATE NO. 55 BID OPENING 03/27/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: CASTILLO, MARIO D DATE OF THIS ESTIMATE 12/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,500.0000 15,000.00 9.000 13,500.00 S) 59 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 1,000.0000 1,000.00 0.000 0.00 S) 60 CRASH CUSHION (REACT 9SCBS) EA 40,000.0000 40,000.00 0.000 0.00 S) 61 CONCRETE BARRIER (TYPE 60) M 85.0000 49,300.00 667.000 56,695.00 62 CONCRETE BARRIER (TYPE 60A) M 100.0000 16,100.00 161.000 16,100.00 F) 63 CONCRETE BARRIER (TYPE 60C) M 125.0000 61,250.00 871.000 108,875.00 64 CONCRETE BARRIER (TYPE 60D) M 125.0000 28,750.00 237.000 29,625.00 65 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 11,900.00 329.970 11,548.95 S) 66 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 11,550.00 25,995.000 12,997.50 S) 67 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 17,720.00 8,663.000 17,326.00 S) 68 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 8,340.00 2,802.000 8,406.00 S) 69 RAMP METERING (LOCATION 1) LS 2,500.0000 2,500.00 1.000 2,500.00 S) 70 RAMP METERING (LOCATION 2) LS 2,500.0000 2,500.00 1.000 2,500.00 S) 71 SIGNAL AND LIGHTING (LOCATION 1) LS 150,000.0000 150,000.00 1.000 150,000.00 S) 72 SIGNAL AND LIGHTING (LOCATION 2) LS 175,000.0000 175,000.00 1.000 175,000.00 S) 73 SIGNAL AND LIGHTING (CITY) LS 150,000.0000 150,000.00 1.000 150,000.00 S) 74 LIGHTING (CITY) LS 200,000.0000 200,000.00 1.000 200,000.00 S) 75 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 1.000 200,000.00 S) 76 RELOCATE CHANGEABLE MESSAGE SIGN SYSTEM LS 35,000.0000 35,000.00 1.000 35,000.00 S) 77 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 5,000.0000 10,000.00 2.000 10,000.00 S) (SINGLE) 78 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 79 INTERCONNECT CONDUIT SYSTEM LS 280,000.0000 280,000.00 1.000 280,000.00 S) 80 ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 1.000 10,000.00 S) 81 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 5,000.0000 10,000.00 2.000 10,000.00 S) (DOUBLE) 82 EMERGENCY VEHICLE DETECTOR SYSTEM (CITY) LS 10,000.0000 10,000.00 1.000 10,000.00 S) 83 CLOSED CIRCUIT TELEVISION SYSTEM LS 75,000.0000 75,000.00 1.000 75,000.00 S) 84 PRECAST CONCRETE PAVERS M2 60.0000 168,000.00 2,466.000 147,960.00 S) PROGRAM CAS145 PAGE 8 DATE 12/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1A7004 TIME 02:21 PM ESTIMATE NO. 55 BID OPENING 03/27/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: CASTILLO, MARIO D DATE OF THIS ESTIMATE 12/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 86 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 6.0000 35,400.00 5,900.000 35,400.00 F) 87 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.0000 5,900.00 5,900.000 5,900.00 SF) 88 CLEAN AND PAINT STRUCTURAL STEEL LS 30,000.0000 30,000.00 0.000 0.00 89 SYSTEM TESTING AND DOCUMENTATION LS 10,000.0000 10,000.00 1.000 10,000.00 S) PROGRAM CAS145 PAGE 9 DATE 12/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1A7004 TIME 02:21 PM ESTIMATE NO. 55 BID OPENING 03/27/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: CASTILLO, MARIO D DATE OF THIS ESTIMATE 12/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,950.00 20,969,793.06 ADJUSTMENT OF COMPENSATION 0.00 190,053.12 EXTRA WORK 0.00 1,260,912.47 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,950.00 22,420,758.65 90 MOBILIZATION LS 2350,000.0000 2,350,000.00 1.000 2,350,000.00 ORIGINAL CONTRACT AMOUNT 23,617,183.00 TOTAL WORK COMPLETED 1,950.00 24,770,758.65 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -35,673.08 TOTAL 1,950.00 24,735,085.57 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 05/28/02 1050 06/12/02 06/17/02 12/26/07 1136 241 82 5 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY CASTILLO, MARIO D RESIDENT ENGINEER PROGRAM CAS145 DATE 12/21/07