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 03/01/05 EST. NO.36 TIME 12:36 PM R.E. NAME: SHERRILL, OSCAR 06-342424 --------------------------------------------------------------------------- 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 03/01/05 EST. NO.36 TIME 12:36 PM R.E. NAME: SHERRILL, OSCAR 06-342424 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT OF SPEC #67 -3,600.00 13 SWPPP VIOLATION -50,000.00 19 SWPPP VIOLATION RTN 50,000.00 21 SWPPP VIOLATION -50,000.00 22 RE-STAKING CHG -3,770.00 23 SWPPP VIOLATIONS 50,000.00 23 RE-STAKING CHG -1,020.00 25 OUT OF COMP -13,366.57 29 RESTAKE -8,260.00 29 BR MATL OUT OF SPEC -3,427.20 31 REVERSE RESTAKE 13,050.00 31 OUT OF COMP 5,706.34 32 MAT OUT OF SPEC 7,660.23 34 0.00 -7,027.20 LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 07 MISSING PYRLS -10,000.00 08 REL EST #7 10,000.00 08 MISS PYRL #8 RECD 10,000.00 10 MISS PYRL -10,000.00 14 MISS PYRL #14 RECD 10,000.00 16 MISS PYRL -10,000.00 16 MISS PYRL -10,000.00 18 MISS PYRL -10,000.00 19 MISS PYRL -10,000.00 22 MISS PYRL -10,000.00 28 MISS PYRL -10,000.00 29 MISSING PYRLS -10,000.00 30 MISS PYRL -10,000.00 31 MISS PRYL #16 & 18 20,000.00 35 MISS PYRL #22 & 31 20,000.00 35 0.00 -40,000.00 TOTAL DEDUCTIONS 0.00 -47,027.20 PROGRAM CAS145 PAGE 1 DATE 03/01/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342424 TIME 12:36 PM ESTIMATE NO. 36 BID OPENING 06/18/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/05 R.E. NAME: SHERRILL, OSCAR DATE OF THIS ESTIMATE 03/01/05 LOCATION SUPPLEMENTAL PROGRESS ESTIMATE 06-FRE-180-R60.3/R64.0 ------------------------------ E L YEAGER CONSTRUCTION IN FRESNO COUNTY IN AND NEAR FRESNO COMPANY INC FROM ROUTE 168 TO FOWLER AVENUE P O BOX 87 RIVERSIDE CA 925020087 FED. AID NO. ACNH-P180(44)E CONSTRUCT 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 18,000.0000 18,000.00 0.750 13,500.00 02 TIME-RELATED OVERHEAD WDAY 1,500.0000 810,000.00 472.000 708,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 15.0000 78,150.00 2,135.500 32,032.50 S) 04 6.1 M TEMPORARY CHAIN LINK GATE EA 700.0000 25,200.00 7.000 4,900.00 S) (TYPE CL - 1.8) 05 TEMPORARY VISUAL BARRIER M 8.8000 30,712.00 77.300 680.24 S) 06 450 MM TEMPORARY CULVERT M 300.0000 57,000.00 188.600 56,580.00 07 450 MM TEMPORARY STEEL FLARED END EA 700.0000 2,800.00 3.000 2,100.00 SECTION 08 TEMPORARY DRAINAGE INLET EA 1,500.0000 10,500.00 6.000 9,000.00 09 TEMPORARY ROCK SLOPE PROTECTION M3 100.0000 4,200.00 0.000 0.00 (BACKING NO. 2, METHOD B) 10 PREPARE STORM WATER POLLUTION LS 7,500.0000 7,500.00 0.750 5,625.00 PREVENTION PLAN 11 WATER POLLUTION CONTROL LS 140,000.0000 140,000.00 0.658 92,120.00 12 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 1.000 20,000.00 S) 13 TRAFFIC CONTROL SYSTEM LS 120,000.0000 120,000.00 0.868 104,160.00 S) 14 TYPE III BARRICADE EA 55.0000 8,250.00 156.000 8,580.00 S) 15 TEMPORARY TRAFFIC STRIPE (TAPE) M 6.0000 49,740.00 20,178.530 121,071.18 S) 16 TEMPORARY PAVEMENT MARKING (TAPE) M2 200.0000 780.00 138.356 27,671.20 S) 17 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 14,500.00 759.000 18,975.00 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 28.0000 3,920.00 10.000 280.00 S) (LEFT IN PLACE) 19 TEMPORARY PAVEMENT MARKER EA 5.0000 2,250.00 1,145.000 5,725.00 S) 20 PORTABLE CHANGEABLE MESSAGE SIGN LS 30,000.0000 30,000.00 0.818 24,540.00 S) 21 TEMPORARY RAILING (TYPE K) M 50.0000 107,000.00 2,555.892 127,794.60 22 TEMPORARY CRASH CUSHION MODULE EA 175.0000 31,500.00 216.000 37,800.00 PROGRAM CAS145 PAGE 2 DATE 03/01/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342424 TIME 12:36 PM ESTIMATE NO. 36 BID OPENING 06/18/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/05 R.E. NAME: SHERRILL, OSCAR DATE OF THIS ESTIMATE 03/01/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ABANDON WATER WELL EA 1,000.0000 5,000.00 3.000 3,000.00 24 REMOVE CHAIN LINK FENCE M 9.5000 13,965.00 1,385.500 13,162.25 25 REMOVE GATE EA 350.0000 350.00 1.000 350.00 26 REMOVE BARRICADE EA 200.0000 200.00 1.000 200.00 27 REMOVE METAL BEAM GUARD RAILING M 30.0000 7,800.00 565.300 16,959.00 28 REMOVE TRAFFIC STRIPE M 1.5000 4,740.00 947.770 1,421.66 29 REMOVE TRAFFIC STRIPE (YELLOW) M 1.7500 10,815.00 829.000 1,450.75 30 REMOVE PAVEMENT MARKING M2 20.0000 640.00 7.800 156.00 31 REMOVE PAVEMENT MARKER EA 1.0000 220.00 326.000 326.00 32 REMOVE CHANNELIZERS EA 10.0000 340.00 0.000 0.00 33 REMOVE ROADSIDE SIGN EA 100.0000 900.00 0.000 0.00 34 REMOVE CULVERT M 75.0000 2,025.00 134.100 10,057.50 35 REMOVE INLET EA 500.0000 1,000.00 3.000 1,500.00 36 SALVAGE CHAIN LINK GATE EA 200.0000 400.00 0.000 0.00 37 SALVAGE CHAIN LINK FENCE M 10.0000 7,200.00 543.200 5,432.00 38 SALVAGE CONCRETE BARRIER (TYPE K) M 30.0000 750.00 0.000 0.00 39 RESET MAILBOX EA 125.0000 3,750.00 13.000 1,625.00 40 ADJUST FRAME AND COVER TO GRADE EA 400.0000 21,600.00 76.100 30,440.00 41 MODIFY SIGN STRUCTURE EA 10,000.0000 10,000.00 0.000 0.00 S) 42 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 29,400.00 5,184.300 15,552.90 S) 43 REMOVE CONCRETE M3 65.0000 20,800.00 278.590 18,108.35 44 CLEARING AND GRUBBING LS 54,000.0000 54,000.00 1.000 54,000.00 45 DEVELOP WATER SUPPLY LS 45,000.0000 45,000.00 0.881 39,645.00 46 ROADWAY EXCAVATION M3 2.0000 3,860,000.00 1,930,000.000 3,860,000.00 47 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 0.600 600.00 48 STRUCTURE EXCAVATION (BRIDGE) M3 25.0000 178,350.00 7,134.000 178,350.00 F) 49 STRUCTURE EXCAVATION (PUMPING PLANT) M3 15.0000 72,975.00 4,865.000 72,975.00 F) PROGRAM CAS145 PAGE 3 DATE 03/01/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342424 TIME 12:36 PM ESTIMATE NO. 36 BID OPENING 06/18/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/05 R.E. NAME: SHERRILL, OSCAR DATE OF THIS ESTIMATE 03/01/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE BACKFILL (PUMPING PLANT) M3 75.0000 151,500.00 2,020.000 151,500.00 F) 51 STRUCTURE EXCAVATION (RETAINING WALL) M3 8.0000 102,720.00 11,625.000 93,000.00 F) 52 STRUCTURE BACKFILL (BRIDGE) M3 65.0000 301,535.00 4,328.000 281,320.00 F) 53 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 373,520.00 8,960.000 313,600.00 F) 54 PERVIOUS BACKFILL MATERIAL (RETAINING M3 55.0000 39,545.00 0.000 0.00 F) WALL) 55 STRAW (EROSION CONTROL) TONN 420.0000 32,760.00 105.140 44,158.80 S) 56 EROSION CONTROL (DRILL SEED) HA 4,300.0000 51,600.00 2.120 9,116.00 S) 57 FIBER (EROSION CONTROL) KG 0.9000 9,180.00 11,919.600 10,727.64 S) 58 COMPOST (EROSION CONTROL) KG 0.5000 24,600.00 64,047.000 32,023.50 S) 59 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 7,500.00 5.000 3,750.00 S) 60 PURE LIVE SEED (EROSION CONTROL) KG 70.0000 23,100.00 336.890 23,582.30 S) 61 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.6000 4,080.00 2,977.450 4,763.92 S) 62 STABILIZING EMULSION (EROSION CONTROL) KG 2.7500 6,545.00 2,783.100 7,653.53 S) 63 305 MM DUCTILE IRON PIPE (BRIDGE) M 385.0000 141,680.00 365.490 140,713.65 64 610 MM DUCTILE IRON PIPE (BRIDGE) M 1,100.0000 198,000.00 188.270 207,097.00 65 300 MM BITUMINOUS COATED CORRUGATED M 100.0000 132,000.00 1,033.800 103,380.00 STEEL PIPE CONDUIT (1.63 MM THICK) 66 FINISHING ROADWAY LS 25,000.0000 25,000.00 0.000 0.00 67 CLASS 2 AGGREGATE BASE M3 27.0000 1,887,300.00 68,968.030 1,862,136.81 68 LEAN CONCRETE BASE M3 79.0000 1,050,700.00 13,301.630 1,050,828.77 69 ASPHALT CONCRETE TONN 34.8500 2,258,280.00 -873.790 -30,451.58 43,239.350 1,506,891.35 70 PLACE ASPHALT CONCRETE DIKE M 2.0000 25,400.00 1,404.000 2,808.00 71 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 40.0000 148,400.00 3,674.650 146,986.00 AREA) 72 CONCRETE PAVEMENT M3 100.0000 2,220,000.00 22,002.300 2,200,230.00 73 SEAL PAVEMENT JOINT M 4.0000 166,400.00 40,992.450 163,969.80 74 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 125.0000 413,625.00 3,407.940 425,992.50 S) PILING 75 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 1,000.0000 89,000.00 89.762 89,762.00 S) PILING 76 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 1,800.0000 122,400.00 68.000 122,400.00 S) PILING PROGRAM CAS145 PAGE 4 DATE 03/01/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342424 TIME 12:36 PM ESTIMATE NO. 36 BID OPENING 06/18/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/05 R.E. NAME: SHERRILL, OSCAR DATE OF THIS ESTIMATE 03/01/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 3,200.0000 569,600.00 206.900 662,080.00 S) PILING 78 PRESTRESSING CAST-IN-PLACE CONCRETE LS 750,000.0000 750,000.00 0.942 706,500.00 S) 79 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 526,800.00 1,756.000 526,800.00 F) 80 STRUCTURAL CONCRETE, BRIDGE M3 543.0000 9,501,414.00 17,002.900 9,232,574.70 F) 81 STRUCTURE CONCRETE (PUMPING PLANT) M3 650.0000 424,450.00 657.000 427,050.00 F) 82 STRUCTURAL CONCRETE, APPROACH SLAB M3 650.0000 410,150.00 542.000 352,300.00 F) (TYPE N) 83 CLASS 2 CONCRETE (RETAINING WALL) M3 300.0000 1,056,000.00 3,328.000 998,400.00 F) 84 MINOR CONCRETE (MINOR STRUCTURE) M3 1,370.0000 665,820.00 349.810 479,239.70 F) 85 ARCHITECTURAL TREATMENT M2 75.0000 144,075.00 1,943.000 145,725.00 F) 86 SOUND WALL (MASONRY BLOCK) M2 120.0000 692,040.00 6,078.740 729,448.80 SF) 87 SOUND WALL (MASONRY BLOCK) (MOD) M2 150.0000 17,700.00 118.000 17,700.00 SF) 88 PTFE BEARING EA 3,800.0000 53,200.00 14.000 53,200.00 S) 89 PTFE SPHERICAL BEARING EA 4,200.0000 25,200.00 3.000 12,600.00 S) 90 MASONRY BLOCK FENCE M2 110.0000 27,500.00 0.000 0.00 S) 91 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,500.0000 40,500.00 0.000 0.00 S) 92 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,800.0000 91,800.00 0.000 0.00 S) 93 JOINT SEAL (MR 40 MM) M 80.0000 8,400.00 88.000 7,040.00 S) 94 JOINT SEAL (MR 50 MM) M 100.0000 30,000.00 119.000 11,900.00 S) 95 BAR REINFORCING STEEL (BRIDGE) KG 1.1000 2,950,970.00 70,828.000 77,910.80 2,691,002.000 2,960,102.20 SF) 96 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0000 234,096.00 198,389.000 198,389.00 SF) 97 BAR REINFORCING STEEL (PUMPING PLANT) KG 1.1000 145,750.00 133,300.000 146,630.00 SF) 98 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 5.0000 17,595.00 2,702.000 13,510.00 F) WITH WALKWAY) 99 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 5.0000 17,595.00 2,027.000 10,135.00 SF)WITH WALKWAY) 00 FURNISH SIGN STRUCTURE (TUBULAR) KG 4.5000 367,753.50 67,477.000 303,646.50 F) 01 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.5000 40,861.50 62,238.000 31,119.00 SF) 02 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 5.0000 42,010.00 6,327.000 31,635.00 F) 03 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 2.0000 16,804.00 6,327.000 12,654.00 SF) PROGRAM CAS145 PAGE 5 DATE 03/01/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342424 TIME 12:36 PM ESTIMATE NO. 36 BID OPENING 06/18/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/05 R.E. NAME: SHERRILL, OSCAR DATE OF THIS ESTIMATE 03/01/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 760 MM CAST-IN-DRILLED-HOLE M 900.0000 24,300.00 26.800 24,120.00 S) CONCRETE PILE (SIGN FOUNDATION) 05 920 MM CAST-IN-DRILLED-HOLE M 1,100.0000 70,400.00 59.700 65,670.00 S) CONCRETE PILE (SIGN FOUNDATION) 06 1070 MM CAST-IN-DRILLED-HOLE M 1,200.0000 80,400.00 66.700 80,040.00 S) CONCRETE PILE (SIGN FOUNDATION) 07 ROADSIDE SIGN - ONE POST EA 175.0000 22,750.00 36.000 6,300.00 08 ROADSIDE SIGN - TWO POST EA 425.0000 7,650.00 0.000 0.00 09 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 60.0000 3,600.00 17.000 1,020.00 METHOD) 10 INSTALL SIGN PANEL ON EXISTING FRAME M2 60.0000 2,520.00 0.000 0.00 11 INSTALL ROADSIDE SIGN EA 2,200.0000 4,400.00 0.000 0.00 (LAMINATED WOOD BOX POST) 12 600 MM ALTERNATIVE PIPE CULVERT M 175.0000 938,000.00 5,505.600 963,480.00 13 750 MM ALTERNATIVE PIPE CULVERT M 230.0000 144,900.00 257.200 59,156.00 14 900 MM ALTERNATIVE PIPE CULVERT M 200.0000 146,000.00 1,087.700 217,540.00 15 1050 MM CAST-IN-PLACE CONCRETE PIPE M 170.0000 66,300.00 388.900 66,113.00 16 1200 MM CAST-IN-PLACE CONCRETE PIPE M 220.0000 26,400.00 116.400 25,608.00 17 2100 MM CAST-IN-PLACE CONCRETE PIPE M 500.0000 470,000.00 1,074.300 537,150.00 18 450 MM REINFORCED CONCRETE PIPE M 130.0000 27,300.00 221.400 28,782.00 19 600 MM REINFORCED CONCRETE PIPE M 220.0000 303,600.00 1,100.000 242,000.00 20 750 MM REINFORCED CONCRETE PIPE M 730.0000 13,870.00 18.600 13,578.00 21 1200 MM REINFORCED CONCRETE PIPE M 475.0000 46,550.00 97.900 46,502.50 22 2100 MM REINFORCED CONCRETE PIPE M 1,100.0000 84,700.00 48.800 53,680.00 23 450 MM REINFORCED CONCRETE PIPE M 250.0000 11,250.00 56.700 14,175.00 (RUBBER GASKET JOINT) 24 600 MM REINFORCED CONCRETE PIPE M 300.0000 69,000.00 425.700 127,710.00 (RUBBER GASKET JOINT) 25 900 MM REINFORCED CONCRETE PIPE M 300.0000 225,000.00 736.100 220,830.00 (RUBBER GASKET JOINT) 26 1050 MM REINFORCED CONCRETE PIPE M 750.0000 150,000.00 75.800 56,850.00 (RUBBER GASKET JOINT) 27 1200 MM REINFORCED CONCRETE PIPE M 500.0000 85,000.00 313.700 156,850.00 (RUBBER GASKET JOINT) 28 1350 MM REINFORCED CONCRETE PIPE M 1,200.0000 66,000.00 57.900 69,480.00 (RUBBER GASKET JOINT) 29 1050 MM REINFORCED CONCRETE PRESSURE M 1,200.0000 252,000.00 192.100 230,520.00 PIPE (RUBBER GASKET JOINT) 30 JACKED 600 MM REINFORCED CONCRETE PIPE M 800.0000 120,000.00 160.200 128,160.00 PROGRAM CAS145 PAGE 6 DATE 03/01/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342424 TIME 12:36 PM ESTIMATE NO. 36 BID OPENING 06/18/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/05 R.E. NAME: SHERRILL, OSCAR DATE OF THIS ESTIMATE 03/01/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 600 MM CORRUGATED STEEL PIPE M 250.0000 47,500.00 137.600 34,400.00 (2.77 MM THICK) 32 100 MM PLASTIC PIPE (EDGE DRAIN) M 25.0000 218,250.00 8,286.000 207,150.00 33 100 MM PLASTIC PIPE M 84.0000 71,400.00 743.000 62,412.00 (EDGE DRAIN OUTLET) 34 600 MM WELDED STEEL PIPE (6.35 MM THICK) M 450.0000 39,150.00 98.200 44,190.00 35 600 MM STEEL FLARED END SECTION EA 350.0000 5,600.00 13.000 4,550.00 36 DRAINAGE INLET (TYPE D) EA 1,500.0000 16,500.00 13.000 19,500.00 37 DRAINAGE INLET (TYPE DD) EA 4,400.0000 61,600.00 7.000 30,800.00 38 OUTFALL STRUCTURE EA 13,000.0000 78,000.00 6.000 78,000.00 39 PUMP STATION RISER (FRESNO EA 18,500.0000 74,000.00 3.800 70,300.00 METROPOLITAN FLOOD CONTROL DISTRICT) 40 DRY WELL EA 8,000.0000 8,000.00 1.000 8,000.00 41 200 MM PLASTIC PIPE (PR 200) M 180.0000 16,740.00 92.400 16,632.00 S) (SEWER LINE) 42 MANHOLE (TYPE A) EA 3,750.0000 101,250.00 31.300 117,375.00 S) 43 MANHOLE (TYPE B) EA 5,500.0000 11,000.00 0.000 0.00 S) 44 MANHOLE (TYPE C) EA 3,100.0000 9,300.00 12.000 37,200.00 S) 45 PRESSURE MANHOLE EA 8,500.0000 17,000.00 2.000 17,000.00 S) 46 MINOR CONCRETE (BACKFILL) M3 120.0000 39,600.00 219.280 26,313.60 47 ROCK SLOPE PROTECTION M3 130.0000 16,900.00 108.400 14,092.00 (BACKING NO. 2, METHOD B) 48 SLOPE PAVING (CONCRETE) M3 500.0000 260,500.00 507.000 253,500.00 F) 49 ROCK SLOPE PROTECTION FABRIC M2 6.0000 1,140.00 168.200 1,009.20 50 MINOR CONCRETE (MISCELLANEOUS M3 400.0000 696,000.00 1,618.887 647,554.80 CONSTRUCTION) 51 DRAINAGE PUMPING EQUIPMENT (LOCATION A) LS 120,000.0000 120,000.00 1.000 120,000.00 S) 52 DRAINAGE PUMPING EQUIPMENT (LOCATION B) LS 120,000.0000 120,000.00 1.000 120,000.00 S) 53 PUMPING PLANT ELECTRICAL EQUIPMENT LS 115,000.0000 115,000.00 0.972 111,780.00 S) (LOCATION A) 54 PUMPING PLANT ELECTRICAL EQUIPMENT LS 170,000.0000 170,000.00 0.975 165,750.00 S) (LOCATION B) 55 MISCELLANEOUS IRON AND STEEL KG 5.0000 840.00 0.000 0.00 SF) 56 MANHOLE FRAME AND COVER EA 300.0000 9,600.00 37.000 11,100.00 S) 57 MANHOLE FRAME AND COVER (PRESSURE) EA 450.0000 900.00 2.000 900.00 S) PROGRAM CAS145 PAGE 7 DATE 03/01/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342424 TIME 12:36 PM ESTIMATE NO. 36 BID OPENING 06/18/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/05 R.E. NAME: SHERRILL, OSCAR DATE OF THIS ESTIMATE 03/01/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 INLET FRAME AND GRATE EA 300.0000 78,000.00 69.000 20,700.00 S) 59 INLET FRAME AND GRATE (TYPE 600 - 12 X) EA 300.0000 1,800.00 6.000 1,800.00 S) 60 MISCELLANEOUS METAL KG 9.0000 51,750.00 600.000 5,400.00 SF)(RESTRAINER - CABLE TYPE) 61 MISCELLANEOUS METAL (BRIDGE) KG 9.0000 115,380.00 12,820.000 115,380.00 SF) 62 PUMPING PLANT METAL WORK (LOCATION A) KG 13.0000 84,500.00 6,500.000 84,500.00 SF) 63 PUMPING PLANT METAL WORK (LOCATION B) KG 13.0000 85,800.00 6,600.000 85,800.00 SF) 64 CHAIN LINK FENCE (TYPE CL-1.8) M 22.5000 192,150.00 9,548.100 214,832.25 S) 65 CHAIN LINK FENCE (TYPE CL-2.4) M 39.0000 9,360.00 0.000 0.00 S) 66 1.8 M CHAIN LINK GATE (TYPE CL-1.8) EA 450.0000 3,150.00 2.000 900.00 S) 67 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 700.0000 1,400.00 3.000 2,100.00 S) 68 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 750.0000 3,750.00 2.000 1,500.00 S) 69 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 900.0000 15,300.00 13.000 11,700.00 S) 70 6.1 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,100.0000 1,100.00 1.000 1,100.00 S) 71 SURVEY MONUMENT EA 400.0000 30,400.00 0.000 0.00 72 DELINEATOR (CLASS 1) EA 25.0000 7,000.00 0.000 0.00 S) 73 OBJECT MARKER (TYPE L) EA 30.0000 240.00 0.000 0.00 S) 74 OBJECT MARKER (TYPE P) EA 65.0000 260.00 0.000 0.00 S) 75 OBJECT MARKER (TYPE K-1) EA 30.0000 690.00 0.000 0.00 S) 76 METAL BEAM GUARD RAILING (WOOD POST) M 52.0000 158,080.00 196.000 10,192.00 S) 77 CHAIN LINK RAILING (TYPE 7) M 100.0000 51,700.00 517.000 51,700.00 SF) 78 CHAIN LINK RAILING (TYPE 7L) M 200.0000 139,600.00 710.000 142,000.00 SF) 79 CONCRETE BARRIER (TYPE 26) M 350.0000 181,650.00 519.000 181,650.00 F) 80 CABLE RAILING M 25.0000 19,500.00 812.000 20,300.00 S) 81 END SECTION EA 75.0000 750.00 0.000 0.00 S) 82 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 21,000.00 0.000 0.00 S) 83 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 550.0000 3,300.00 4.000 2,200.00 S) 84 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 825.0000 11,550.00 2.000 1,650.00 S) PROGRAM CAS145 PAGE 8 DATE 03/01/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342424 TIME 12:36 PM ESTIMATE NO. 36 BID OPENING 06/18/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/05 R.E. NAME: SHERRILL, OSCAR DATE OF THIS ESTIMATE 03/01/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 RETURN SECTION EA 100.0000 1,400.00 4.000 400.00 S) 86 CRASH CUSHION (TYPE CAT) EA 5,000.0000 20,000.00 0.000 0.00 S) 87 CRASH CUSHION (TYPE CAT) BACKUP EA 400.0000 1,600.00 0.000 0.00 S) 88 CRASH CUSHION (REACT 9SCBS) EA 45,000.0000 180,000.00 0.000 0.00 S) 89 CONCRETE BARRIER (TYPE 732) M 150.0000 345,150.00 572.000 85,800.00 F) 90 CONCRETE BARRIER (TYPE 732A) M 230.0000 48,300.00 0.000 0.00 91 CONCRETE BARRIER (TYPE 732 MOD) M 330.0000 31,680.00 96.000 31,680.00 F) 92 THERMOPLASTIC PAVEMENT MARKING M2 20.0000 13,600.00 206.060 4,121.20 S) 93 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 37,350.00 5,605.800 2,802.90 S) (SPRAYABLE) 94 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.3000 12,351.00 491.000 1,129.30 S) 95 SIGNAL AND LIGHTING (LOCATION 1) LS 50,000.0000 50,000.00 0.816 40,800.00 S) 96 SIGNAL AND LIGHTING (LOCATION 2) LS 60,000.0000 60,000.00 0.736 44,160.00 S) 97 SIGNAL AND LIGHTING (LOCATION 3) LS 80,000.0000 80,000.00 0.874 69,920.00 S) 98 SIGNAL AND LIGHTING (LOCATION 4) LS 80,000.0000 80,000.00 0.856 68,480.00 S) 99 SIGNAL AND LIGHTING (LOCATION 5) LS 90,000.0000 90,000.00 0.881 79,290.00 S) 00 SIGNAL AND LIGHTING LS 65,000.0000 65,000.00 0.968 62,920.00 S) (CITY STREET LOCATION 1) 01 SIGNAL AND LIGHTING LS 90,000.0000 90,000.00 0.982 88,380.00 S) (CITY STREET LOCATION 2) 02 SIGNAL AND LIGHTING LS 92,000.0000 92,000.00 0.976 89,792.00 S) (CITY STREET LOCATION 3) 03 LIGHTING (CITY STREET) LS 60,000.0000 60,000.00 0.988 59,280.00 S) 04 LIGHTING (DETOUR) LS 35,000.0000 35,000.00 1.000 35,000.00 S) 05 LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 0.764 305,600.00 S) 06 HIGHWAY ADVISORY RADIO SYSTEM LS 66,000.0000 66,000.00 0.371 24,486.00 S) 07 CHANGEABLE MESSAGE SIGN SYSTEM LS 10,000.0000 10,000.00 0.180 1,800.00 S) 08 COMMUNICATION CONDUIT LS 400,000.0000 400,000.00 0.568 227,200.00 S) 09 TRAFFIC MONITORING STATION (LOCATION 1) LS 21,000.0000 21,000.00 0.503 10,563.00 S) 10 TRAFFIC MONITORING STATION (LOCATION 2) LS 21,000.0000 21,000.00 0.663 13,923.00 S) 11 TRAFFIC MONITORING STATION (LOCATION 3) LS 21,000.0000 21,000.00 0.503 10,563.00 S) PROGRAM CAS145 PAGE 9 DATE 03/01/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342424 TIME 12:36 PM ESTIMATE NO. 36 BID OPENING 06/18/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/05 R.E. NAME: SHERRILL, OSCAR DATE OF THIS ESTIMATE 03/01/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 CLOSED CIRCUIT TELEVISION SYSTEM LS 32,000.0000 32,000.00 0.495 15,840.00 S) (LOCATION 1) 13 CLOSED CIRCUIT TELEVISION SYSTEM LS 27,000.0000 27,000.00 0.411 11,097.00 S) (LOCATION 2) 14 CLOSED CIRCUIT TELEVISION SYSTEM LS 30,000.0000 30,000.00 0.708 21,240.00 S) (LOCATION 3) 15 CLOSED CIRCUIT TELEVISION SYSTEM LS 31,000.0000 31,000.00 0.492 15,252.00 S) (LOCATION 4) 16 RAMP METERING SYSTEM (LOCATION 1) LS 52,000.0000 52,000.00 0.603 31,356.00 S) 17 RAMP METERING SYSTEM (LOCATION 2) LS 43,000.0000 43,000.00 0.774 33,282.00 S) 18 RAMP METERING SYSTEM (LOCATION 3) LS 63,000.0000 63,000.00 0.808 50,904.00 S) 19 COMMUNICATION HUB BUILDING LS 96,000.0000 96,000.00 0.951 91,296.00 S) PROGRAM CAS145 PAGE 10 DATE 03/01/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342424 TIME 12:36 PM ESTIMATE NO. 36 BID OPENING 06/18/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/05 R.E. NAME: SHERRILL, OSCAR DATE OF THIS ESTIMATE 03/01/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 47,459.22 41,053,801.35 ADJUSTMENT OF COMPENSATION 0.00 1,422,208.08 EXTRA WORK 0.00 1,243,482.27 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 47,459.22 43,719,491.70 20 MOBILIZATION LS 4900,000.0000 4,900,000.00 1.000 4,900,000.00 ORIGINAL CONTRACT AMOUNT 49,462,927.00 TOTAL WORK COMPLETED 47,459.22 48,619,491.70 MATERIALS ON HAND ON SITE 569,032.61 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -47,027.20 TOTAL 47,459.22 49,141,497.11 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 08/05/02 540 08/20/02 08/20/02 06/13/05 479 143 0 17 92% 86% PROGRESS IS SATISFACTORY SHERRILL, OSCAR RESIDENT ENGINEER PROGRAM CAS145 DATE 03/01/05