PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 09/22/05 EST. NO.08 TIME 07:05 AM R.E. NAME: SHAEFFER, MARGARET 06-420304 --------------------------------------------------------------------------- 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 09/22/05 EST. NO.08 TIME 07:05 AM R.E. NAME: SHAEFFER, MARGARET 06-420304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE OPENING 9-19-05 -5,800.00 08 -5,800.00 -5,800.00 LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 02 MISS PYRL -10,000.00 03 MISS PYRL -10,000.00 04 MISS PYRL RECD #2 10,000.00 06 0.00 -20,000.00 TOTAL DEDUCTIONS -5,800.00 -25,800.00 PROGRAM CAS145 PAGE 1 DATE 09/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-420304 TIME 07:05 AM ESTIMATE NO. 08 BID OPENING 12/15/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/05 R.E. NAME: SHAEFFER, MARGARET DATE OF THIS ESTIMATE 09/22/05 LOCATION PROGRESS ESTIMATE 06-FRE-99-10.7/15.9 ----------------- F C I CONSTRUCTORS, INC. IN FRESNO COUNTY IN AND NEAR FOWLER FROM 0.7 KM SOUTH OF MERCED STREET UNDERCROSSING TO 0.1 KM NORTH OF CENTRAL AVENUE OVERCROSSING FED. AID NO. ACNH-P099(464)E ASPHALT CONCRETE OVERLAY ------------------------------------------------------------------------------------------------------------------------------------ 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 7,500.0000 7,500.00 0.250 1,875.00 0.500 3,750.00 02 TIME-RELATED OVERHEAD LS 700,000.0000 700,000.00 0.100 70,000.00 0.500 350,000.00 03 TEMPORARY FENCE (TYPE ESA) M 15.0000 20,250.00 1,577.000 23,655.00 S) 04 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 0.250 12,500.00 0.660 33,000.00 06 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.520 10,400.00 S) 07 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.120 60,000.00 0.630 315,000.00 S) 08 TYPE III BARRICADE EA 300.0000 7,200.00 16.000 4,800.00 S) 09 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.6000 102,120.00 364.500 1,676.70 S) 10 TEMPORARY PAVEMENT MARKING (TAPE) M2 75.0000 6,150.00 0.000 0.00 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 21,750.00 108.000 2,700.00 S) 12 TEMPORARY PAVEMENT MARKER EA 5.0000 8,350.00 0.000 0.00 S) 13 PORTABLE CHANGEABLE MESSAGE SIGN LS 40,000.0000 40,000.00 0.120 4,800.00 0.630 25,200.00 S) 14 TEMPORARY RAILING (TYPE K) M 45.0000 229,500.00 3,172.800 142,776.00 S) 15 TEMPORARY CRASH CUSHION MODULE EA 250.0000 72,500.00 178.000 44,500.00 S) 16 REMOVE METAL BEAM GUARD RAILING M 25.0000 3,500.00 275.270 6,881.75 S) 17 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 15.0000 9,300.00 0.000 0.00 S) STRIPE 18 REMOVE TRAFFIC STRIPE M 3.0000 3,120.00 97.430 292.29 S) 19 REMOVE PAVEMENT MARKER EA 3.0000 390.00 21.000 63.00 S) 20 REMOVE ROADSIDE SIGN EA 50.0000 450.00 0.000 0.00 21 REMOVE ASPHALT CONCRETE DIKE M 8.0000 112,800.00 8,793.300 70,346.40 22 REMOVE ASPHALT CONCRETE SURFACING M2 15.0000 53,640.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 09/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-420304 TIME 07:05 AM ESTIMATE NO. 08 BID OPENING 12/15/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/05 R.E. NAME: SHAEFFER, MARGARET DATE OF THIS ESTIMATE 09/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 SALVAGE METAL BRIDGE RAILING M 20.0000 11,260.00 563.000 11,260.00 24 RECONSTRUCT THRIE BEAM BARRIER M 60.0000 13,800.00 0.000 0.00 S) 25 RECONSTRUCT METAL BEAM GUARD RAILING M 60.0000 16,200.00 0.000 0.00 S) 26 RECONSTRUCT TERMINAL SYSTEM (TYPE SRT) EA 1,300.0000 6,500.00 0.000 0.00 S) 27 RECONSTRUCT TERMINAL ANCHOR ASSEMBLY EA 750.0000 3,750.00 0.000 0.00 S) (TYPE SFT) 28 RESET ROADSIDE SIGN EA 600.0000 5,400.00 0.000 0.00 29 ADJUST MONUMENT TO GRADE EA 700.0000 3,500.00 0.000 0.00 30 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.0000 71,600.00 29,190.000 29,190.00 65,582.880 65,582.88 S) 31 CLEAN BRIDGE DECK M2 7.0000 25,032.00 0.000 0.00 32 BRIDGE REMOVAL (PORTION), LOCATION A LS 75,000.0000 75,000.00 0.300 22,500.00 1.000 75,000.00 33 BRIDGE REMOVAL (PORTION), LOCATION B LS 50,000.0000 50,000.00 0.250 12,500.00 1.000 50,000.00 34 CLEARING AND GRUBBING LS 90,000.0000 90,000.00 0.400 36,000.00 35 ROADWAY EXCAVATION M3 58.0000 519,100.00 511.000 29,638.00 4,821.000 279,618.00 36 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.900 4,500.00 37 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 25,700.00 514.000 25,700.00 F) 38 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 26,200.00 27.860 2,786.00 252.650 25,265.00 F) 39 HIGHWAY PLANTING LS 15,000.0000 15,000.00 0.000 0.00 S) 40 PRUNE EXISTING PLANTS LS 20,000.0000 20,000.00 0.000 0.00 S) 41 STRAW (EROSION CONTROL) TONN 1,500.0000 12,000.00 0.000 0.00 S) 42 FIBER (EROSION CONTROL) KG 2.0000 1,320.00 0.000 0.00 S) 43 EROSION CONTROL (MULCH) M3 35.0000 28,350.00 0.000 0.00 S) 44 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 800.0000 4,000.00 0.000 0.00 S) 45 PURE LIVE SEED (EROSION CONTROL) KG 100.0000 3,300.00 0.000 0.00 S) 46 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 4.0000 680.00 0.000 0.00 S) 47 STABILIZING EMULSION (EROSION CONTROL) KG 10.0000 1,600.00 0.000 0.00 S) 48 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.000 0.00 S) 49 MAINTAIN EXISTING IRRIGATION FACILITIES LS 10,000.0000 10,000.00 0.620 6,200.00 S) PROGRAM CAS145 PAGE 3 DATE 09/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-420304 TIME 07:05 AM ESTIMATE NO. 08 BID OPENING 12/15/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/05 R.E. NAME: SHAEFFER, MARGARET DATE OF THIS ESTIMATE 09/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 IRRIGATION SYSTEM LS 24,000.0000 24,000.00 0.900 21,600.00 S) 51 300 MM CORRUGATED HIGH DENSITY M 120.0000 7,800.00 71.000 8,520.00 S) POLYETHYLENE PIPE CONDUIT 52 150 MM WELDED STEEL PIPE CONDUIT M 200.0000 8,400.00 35.600 7,120.00 S) (6.35 MM THICK) 53 300 MM WELDED STEEL PIPE CONDUIT M 250.0000 18,000.00 0.000 0.00 S) (6.35 MM THICK) 54 CLASS 2 AGGREGATE BASE M3 60.0000 421,800.00 1,270.000 76,200.00 4,336.000 260,160.00 55 AGGREGATE BASE (APPROACH SLAB) M3 300.0000 19,500.00 4.000 1,200.00 4.000 1,200.00 56 ASPHALT CONCRETE (TYPE A) TONN 61.0000 3,617,300.00 3,862.540 235,614.94 3,862.540 235,614.94 57 PAVING ASPHALT (BINDER-PAVEMENT TONN 110.0000 28,600.00 0.000 0.00 REINFORCING FABRIC) 58 PAVEMENT REINFORCING FABRIC M2 1.1500 189,750.00 0.000 0.00 59 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 85.0000 38,250.00 0.000 0.00 AREA) 60 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.0000 1,000.00 0.000 0.00 61 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 33,520.00 0.000 0.00 62 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 288.00 0.000 0.00 63 SHOULDER RUMBLE STRIP STA 80.0000 17,600.00 0.000 0.00 (AC, ROLLED-IN INDENTATIONS) 64 SHOULDER RUMBLE STRIP STA 100.0000 7,400.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 65 ASPHALTIC EMULSION (PAINT BINDER) TONN 200.0000 102,000.00 5.341 1,068.20 5.341 1,068.20 66 REPLACE CONCRETE PAVEMENT M3 715.0000 2,288,000.00 894.440 639,524.60 (RAPID STRENGTH CONCRETE) 67 CRACK EXISTING CONCRETE PAVEMENT M2 0.9500 130,150.00 0.000 0.00 68 SAWCUT CONCRETE PAVEMENT (230 MM) M 13.0000 7,540.00 1,290.490 16,776.37 1,290.490 16,776.37 69 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 350.0000 243,600.00 696.000 243,600.00 PILING 70 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 56,000.00 140.000 56,000.00 F) 71 STRUCTURAL CONCRETE, BRIDGE M3 1,155.0000 911,295.00 221.000 255,255.00 513.900 593,554.50 F) 72 STRUCTURAL CONCRETE, APPROACH SLAB M3 915.0000 167,445.00 15.000 13,725.00 15.000 13,725.00 F) (TYPE R) 73 MINOR CONCRETE (MINOR STRUCTURE) M3 2,500.0000 50,000.00 5.700 14,250.00 8.950 22,375.00 F) 74 PAVING NOTCH EXTENSION M3 4,000.0000 16,000.00 0.500 2,000.00 0.500 2,000.00 75 DRILL AND BOND DOWEL M 75.0000 11,925.00 20.000 1,500.00 38.760 2,907.00 76 FURNISH PRECAST PRESTRESSED CONCRETE EA 6,000.0000 120,000.00 10.000 60,000.00 20.000 120,000.00 S) GIRDER (10 M - 15 M) PROGRAM CAS145 PAGE 4 DATE 09/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-420304 TIME 07:05 AM ESTIMATE NO. 08 BID OPENING 12/15/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/05 R.E. NAME: SHAEFFER, MARGARET DATE OF THIS ESTIMATE 09/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,900.0000 79,000.00 10.000 79,000.00 10.000 79,000.00 S) GIRDER (15 M - 20 M) 78 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,900.0000 49,500.00 5.000 49,500.00 S) GIRDER (20 M - 25 M) 79 ERECT PRECAST PRESTRESSED CONCRETE EA 1,700.0000 59,500.00 20.000 34,000.00 35.000 59,500.00 S) GIRDER 80 JOINT SEAL (MR 30 MM) M 130.0000 16,380.00 0.000 0.00 S) 81 JOINT SEAL (MR 15 MM) M 100.0000 8,500.00 0.000 0.00 S) 82 BAR REINFORCING STEEL (BRIDGE) KG 1.9100 303,117.00 22,481.860 42,940.35 113,875.610 217,502.42 SF) 83 TREAT BRIDGE DECK M2 5.0000 17,880.00 0.000 0.00 F) 84 FURNISH BRIDGE DECK TREATMENT MATERIAL L 18.0000 25,704.00 0.000 0.00 (LOW ODOR) 85 ROADSIDE SIGN - ONE POST EA 200.0000 1,800.00 0.000 0.00 86 SIGN POST SUPPORT SYSTEM EA 500.0000 4,500.00 0.000 0.00 87 450 MM REINFORCED CONCRETE PIPE M 400.0000 15,600.00 17.100 6,840.00 88 600 MM REINFORCED CONCRETE PIPE M 425.0000 21,250.00 36.850 15,661.25 36.850 15,661.25 89 300 MM CORRUGATED STEEL PIPE M 600.0000 12,600.00 3.000 1,800.00 3.000 1,800.00 (2.01 MM THICK) 90 450 MM CORRUGATED STEEL PIPE M 600.0000 9,600.00 6.100 3,660.00 6.100 3,660.00 (2.01 MM THICK) 91 450 MM CORRUGATED STEEL PIPE M 600.0000 13,200.00 0.000 0.00 (2.77 MM THICK) 92 600 MM CORRUGATED STEEL PIPE M 300.0000 10,500.00 6.600 1,980.00 (2.77 MM THICK) 93 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 400.0000 17,200.00 6.700 2,680.00 6.700 2,680.00 (2.01 MM THICK) 94 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 450.0000 3,150.00 0.000 0.00 (2.77 MM THICK) 95 450 MM STEEL FLARED END SECTION EA 1,500.0000 6,000.00 0.000 0.00 96 600 MM STEEL FLARED END SECTION EA 1,700.0000 1,700.00 0.000 0.00 97 450 MM ALTERNATIVE FLARED END SECTION EA 2,000.0000 6,000.00 0.000 0.00 98 ROCK SLOPE PROTECTION M3 1,650.0000 9,900.00 0.000 0.00 (BACKING NO. 2, METHOD B) 99 SLOPE PAVING (CONCRETE) M3 550.0000 143,000.00 0.000 0.00 00 SLOPE PAVING (CONCRETE, TEXTURED PAVING) M2 130.0000 96,200.00 0.000 0.00 01 ROCK SLOPE PROTECTION FABRIC M2 30.0000 1,500.00 0.000 0.00 02 MINOR CONCRETE (MISCELLANEOUS M3 750.0000 35,250.00 0.000 0.00 CONSTRUCTION) 03 MINOR CONCRETE (TEXTURED PAVING) M2 68.0000 159,120.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 09/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-420304 TIME 07:05 AM ESTIMATE NO. 08 BID OPENING 12/15/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/05 R.E. NAME: SHAEFFER, MARGARET DATE OF THIS ESTIMATE 09/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 MISCELLANEOUS IRON AND STEEL KG 5.0000 13,320.00 592.000 2,960.00 1,036.000 5,180.00 SF) 05 DELINEATOR (CLASS 1) EA 35.0000 8,750.00 0.000 0.00 06 METAL BEAM GUARD RAILING (STEEL POST) M 220.0000 7,920.00 0.000 0.00 S) 07 TERMINAL CONNECTOR (THRIE BEAM BARRIER) EA 500.0000 2,000.00 0.000 0.00 S) 08 TERMINAL SECTION (TYPE B) EA 300.0000 1,200.00 0.000 0.00 S) 09 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 26,400.00 0.000 0.00 S) 10 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 400.0000 3,200.00 0.000 0.00 S) 11 CONCRETE BARRIER (TYPE 60A) M 250.0000 36,000.00 0.000 0.00 F) 12 CONCRETE BARRIER (TYPE 736) M 250.0000 70,500.00 0.000 0.00 F) 13 CONCRETE BARRIER (TYPE 736 B MODIFIED) M 550.0000 638,000.00 614.800 338,140.00 974.400 535,920.00 14 PROFILED THERMOPLASTIC TRAFFIC STRIPE M 4.2000 73,500.00 0.000 0.00 S) 15 THERMOPLASTIC PAVEMENT MARKING M2 36.0000 5,400.00 0.000 0.00 S) 16 THERMOPLASTIC TRAFFIC STRIPE M 0.8000 20,560.00 0.000 0.00 S) (SPRAYABLE) 17 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 1,920.00 0.000 0.00 S) 18 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7000 19,600.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 19 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 590.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 20 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 1,320.00 0.000 0.00 S) 21 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 17,160.00 0.000 0.00 S) 22 MODIFY LIGHTING LS 280,000.0000 280,000.00 0.372 104,160.00 0.450 126,000.00 S) 23 COMMUNICATION CONDUIT LS 470,000.0000 470,000.00 0.522 245,340.00 0.600 282,000.00 S) 24 TRAFFIC MONITORING STATION LS 50,000.0000 50,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 09/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-420304 TIME 07:05 AM ESTIMATE NO. 08 BID OPENING 12/15/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/05 R.E. NAME: SHAEFFER, MARGARET DATE OF THIS ESTIMATE 09/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,793,720.11 5,252,136.30 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 3,266.04 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,793,720.11 5,255,402.34 25 MOBILIZATION LS 1005,000.0000 1,005,000.00 0.950 954,750.00 ORIGINAL CONTRACT AMOUNT 15,439,966.00 TOTAL WORK COMPLETED 1,793,720.11 6,210,152.34 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -5,800.00 -25,800.00 TOTAL 1,787,920.11 6,184,352.34 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 01/13/05 236 03/14/05 01/28/05 10/11/05 117 45 0 0 40% 66% PROGRESS IS SATISFACTORY SHAEFFER, MARGARET RESIDENT ENGINEER PROGRAM CAS145 PAGE 20 DATE 09/22/05