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 09/22/04 EST. NO.04 TIME 08:17 AM R.E. NAME: MIKE HONMA 10-049944 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0001 1,262.50 E.W. @ F.A.(+) 082604 N 03-001 0002 725.00 082604 N 03-002 010 0001 985.96 E.W. @ F.A.(+) 081604 N 10-001 0002 604.21 081704 N 10-002 0003 1,169.74 081904 N 10-003 0004 1,492.86 082004 N 10-004 0006 3,353.12 082404 N 10-006 0007 844.31 082504 N 10-007 0008 283.67 082704 N 10-008 0010 805.29 081904 N 10-031 011 0001 735.53 E.W. @ F.A.(+) 081304 N 11-001 0002 970.82 081604 N 11-002 13,233.01 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 13,233.01 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 09/22/04 EST. NO.04 TIME 08:17 AM R.E. NAME: MIKE HONMA 10-049944 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-049944 TIME 08:17 AM ESTIMATE NO. 04 BID OPENING 11/19/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: MIKE HONMA DATE OF THIS ESTIMATE 09/22/04 LOCATION PROGRESS ESTIMATE 10-AMA-49-R7.0/R11.0 ----------------- VIKING STIMPEL A JOINT VENTURE IN AMADOR COUNTY IN AND NEAR SUTTER P O BOX 492335 CREEK AND AMADOR CITY FROM JUNCTION REDDING CA 960492335 ROUTE 104 TO 0.3 KM SOUTH OF RANCHERIA CREEK BRIDGE FED. AID NO. ACST-P049(129)E ,P-P049(129)E CONSTRUCT EXPRESSWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 4,500.0000 4,500.00 0.300 1,350.00 02 TIME-RELATED OVERHEAD WDAY 2,200.0000 880,000.00 19.000 41,800.00 90.000 198,000.00 03 TEMPORARY ENVIRONMENTAL FENCE M 13.0000 6,630.00 580.000 7,540.00 04 HEALTH AND SAFETY PLAN LS 30,000.0000 30,000.00 0.000 0.00 05 PREPARE STORM WATER POLLUTION LS 7,500.0000 7,500.00 0.750 5,625.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 120,000.0000 120,000.00 0.100 12,000.00 0.100 12,000.00 07 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 0.500 3,750.00 S) 08 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 0.000 0.00 S) 09 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 0.000 0.00 S) 10 ABANDON CULVERT EA 1,750.0000 5,250.00 0.000 0.00 11 REMOVE FENCE M 5.0000 28,150.00 3,091.000 15,455.00 12 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 16.0000 624.00 0.000 0.00 13 REMOVE ROADSIDE SIGN EA 110.0000 550.00 0.000 0.00 14 REMOVE FLARED END SECTION EA 200.0000 600.00 0.000 0.00 15 REMOVE PIPE M 20.0000 15,200.00 0.000 0.00 16 REMOVE INLET EA 450.0000 1,350.00 0.000 0.00 17 SALVAGE ROCK WALL M3 16.0000 6,720.00 0.000 0.00 18 RECONSTRUCT METAL BEAM GUARD RAILING M 66.0000 9,900.00 0.000 0.00 19 RESET ROADSIDE SIGN EA 200.0000 1,000.00 0.000 0.00 20 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 16.0000 22,560.00 0.000 0.00 S) 21 REMOVE CONCRETE M3 105.0000 6,720.00 0.000 0.00 22 CLEARING AND GRUBBING LS 207,000.0000 207,000.00 0.650 134,550.00 PROGRAM CAS145 PAGE 2 DATE 09/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-049944 TIME 08:17 AM ESTIMATE NO. 04 BID OPENING 11/19/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: MIKE HONMA DATE OF THIS ESTIMATE 09/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 DEVELOP WATER SUPPLY LS 45,000.0000 45,000.00 1.000 45,000.00 24 ROADWAY EXCAVATION M3 5.6000 5,320,000.00 100,000.000 560,000.00 400,000.000 2,240,000.00 25 ROADWAY EXCAVATION (TYPE R) M3 100.0000 297,000.00 0.000 0.00 (HAZARDOUS AND RESTRICTED MATERIAL) 26 STRUCTURE EXCAVATION (BRIDGE) M3 55.0000 121,000.00 522.500 28,737.50 F) 27 STRUCTURE EXCAVATION (CULVERT) M3 12.0000 3,120.00 255.000 3,060.00 F) 28 STRUCTURE EXCAVATION (RETAINING WALL) M3 20.0000 10,400.00 520.000 10,400.00 F) 29 STRUCTURE BACKFILL (BRIDGE) M3 70.0000 91,700.00 0.000 0.00 F) 30 STRUCTURE BACKFILL (CULVERT) M3 80.0000 26,400.00 0.000 0.00 F) 31 STRUCTURE BACKFILL (RETAINING WALL) M3 75.0000 45,000.00 0.000 0.00 F) 32 PERVIOUS BACKFILL MATERIAL (RETAINING M3 125.0000 2,375.00 0.000 0.00 WALL) 33 DITCH EXCAVATION M3 16.0000 62,400.00 0.000 0.00 34 DUFF M2 0.7000 176,400.00 75,600.000 52,920.00 S) 35 EROSION CONTROL BLANKET (TYPE 1) M2 8.5000 79,815.00 0.000 0.00 S) 36 STRAW (EROSION CONTROL) TONN 650.0000 52,650.00 0.000 0.00 S) 37 FIBER (EROSION CONTROL) KG 1.0000 9,120.00 0.000 0.00 S) 38 COMPOST (EROSION CONTROL) KG 0.5000 15,200.00 0.000 0.00 S) 39 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,200.0000 4,800.00 0.000 0.00 S) 40 PURE LIVE SEED (EROSION CONTROL) KG 67.0000 19,430.00 0.000 0.00 S) 41 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.5000 1,470.00 0.000 0.00 S) 42 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 142.00 0.000 0.00 S) 43 WROUGHT IRON GATE (1.8 M) EA 5,000.0000 5,000.00 0.000 0.00 S) (BRIDGE NO 35-77) 44 FINISHING ROADWAY LS 30,000.0000 30,000.00 0.000 0.00 45 CLASS 4 AGGREGATE SUBBASE M3 26.0000 569,400.00 0.000 0.00 46 CLASS 2 AGGREGATE BASE M3 38.0000 1,094,400.00 0.000 0.00 47 ASPHALT TREATED PERMEABLE BASE M3 96.0000 488,640.00 0.000 0.00 48 ASPHALT CONCRETE TONN 58.0000 2,285,200.00 0.000 0.00 49 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 7.5000 20,100.00 0.000 0.00 AREA) PROGRAM CAS145 PAGE 3 DATE 09/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-049944 TIME 08:17 AM ESTIMATE NO. 04 BID OPENING 11/19/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: MIKE HONMA DATE OF THIS ESTIMATE 09/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 10.0000 47,100.00 0.000 0.00 51 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 10.0000 1,200.00 0.000 0.00 52 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.0000 23,200.00 0.000 0.00 53 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.0000 560.00 0.000 0.00 54 SHOULDER RUMBLE STRIP STA 80.0000 8,800.00 0.000 0.00 (AC, ROLLED-IN INDENTATIONS) 55 FURNISH STEEL PILING (HP 250 X 85) M 25.0000 22,425.00 206.700 5,167.50 206.700 5,167.50 56 DRIVE STEEL PILE (HP 250 X 85) EA 2,000.0000 116,000.00 24.000 48,000.00 24.000 48,000.00 S) 57 PRESTRESSING CAST-IN-PLACE CONCRETE LS 175,000.0000 175,000.00 0.000 0.00 S) 58 TIEDOWN ANCHOR EA 3,000.0000 90,000.00 0.000 0.00 S) 59 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 600.0000 432,000.00 46.000 27,600.00 298.000 178,800.00 F) 60 STRUCTURAL CONCRETE, BRIDGE M3 712.0000 2,919,200.00 227.000 161,624.00 227.000 161,624.00 F) 61 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 94,500.00 0.000 0.00 F) (TYPE N) 62 CLASS 1 CONCRETE (RETAINING WALL) M3 780.0000 124,800.00 102.500 79,950.00 140.500 109,590.00 F) 63 CLASS 1 CONCRETE (MINOR STRUCTURE) M3 1,500.0000 127,500.00 13.610 20,415.00 23.570 35,355.00 F) 64 CLASS 1 CONCRETE (BOX CULVERT) M3 550.0000 130,350.00 243.000 133,650.00 F) 65 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 72,000.00 8.850 10,620.00 8.850 10,620.00 F) 66 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,700.0000 85,000.00 0.000 0.00 S) 67 BAR REINFORCING STEEL (BRIDGE) KG 1.1500 588,800.00 2,356.000 2,709.40 91,931.000 105,720.65 SF) 68 BAR REINFORCING STEEL (RETAINING WALL) KG 1.8000 15,534.00 6,092.000 10,965.60 10,462.000 18,831.60 SF) 69 BAR REINFORCING STEEL (BOX CULVERT) KG 1.3000 47,970.00 37,891.000 49,258.30 SF) 70 BAR REINFORCING STEEL (EPOXY COATED) KG 1.5000 435,450.00 2,944.000 4,416.00 2,944.000 4,416.00 SF)(BRIDGE) 71 ROADSIDE SIGN - ONE POST EA 200.0000 8,400.00 0.000 0.00 72 ROADSIDE SIGN - TWO POST EA 400.0000 4,000.00 0.000 0.00 73 300 MM ALTERNATIVE PIPE CULVERT M 100.0000 1,500.00 0.000 0.00 74 450 MM ALTERNATIVE PIPE CULVERT M 115.0000 4,715.00 10.230 1,176.45 10.230 1,176.45 75 600 MM ALTERNATIVE PIPE CULVERT M 160.0000 110,400.00 30.470 4,875.20 48.170 7,707.20 76 750 MM ALTERNATIVE PIPE CULVERT M 180.0000 131,400.00 54.860 9,874.80 196.880 35,438.40 PROGRAM CAS145 PAGE 4 DATE 09/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-049944 TIME 08:17 AM ESTIMATE NO. 04 BID OPENING 11/19/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: MIKE HONMA DATE OF THIS ESTIMATE 09/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 900 MM ALTERNATIVE PIPE CULVERT M 230.0000 55,200.00 12.190 2,803.70 131.650 30,279.50 78 1050 MM ALTERNATIVE PIPE CULVERT M 240.0000 98,400.00 42.660 10,238.40 79 600 MM REINFORCED CONCRETE PIPE M 200.0000 34,000.00 166.600 33,320.00 80 750 MM REINFORCED CONCRETE PIPE M 250.0000 50,000.00 153.670 38,417.50 81 900 MM REINFORCED CONCRETE PIPE M 320.0000 70,400.00 129.190 41,340.80 82 1050 MM REINFORCED CONCRETE PIPE M 400.0000 48,000.00 117.040 46,816.00 83 300 MM CORRUGATED STEEL PIPE M 100.0000 7,800.00 0.000 0.00 (2.01 MM THICK) 84 600 MM CORRUGATED STEEL PIPE M 145.0000 10,730.00 0.000 0.00 (2.01 MM THICK) 85 80 MM PLASTIC PIPE (EDGE DRAIN) M 25.0000 192,250.00 0.000 0.00 86 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 50.0000 51,500.00 0.000 0.00 87 WROUGHT IRON GATE (1.8 M) EA 2,800.0000 8,400.00 1.000 2,800.00 (BRIDGE NO 35-78) 88 CLASS 2 PERMEABLE MATERIAL (BLANKET) M3 66.0000 50,820.00 0.000 0.00 89 150 MM ALTERNATIVE PIPE UNDERDRAIN M 75.0000 108,000.00 0.000 0.00 90 300 MM ALTERNATIVE PIPE DOWNDRAIN M 45.0000 17,100.00 160.770 7,234.65 160.770 7,234.65 91 450 MM ALTERNATIVE PIPE DOWNDRAIN M 75.0000 11,250.00 12.190 914.25 12.190 914.25 92 300 MM ALTERNATIVE FLARED END SECTION EA 140.0000 2,380.00 8.000 1,120.00 8.000 1,120.00 93 450 MM ALTERNATIVE FLARED END SECTION EA 175.0000 350.00 0.000 0.00 94 600 MM ALTERNATIVE FLARED END SECTION EA 230.0000 2,530.00 2.000 460.00 3.000 690.00 95 750 MM ALTERNATIVE FLARED END SECTION EA 350.0000 3,500.00 5.000 1,750.00 6.000 2,100.00 96 900 MM ALTERNATIVE FLARED END SECTION EA 500.0000 1,500.00 2.000 1,000.00 2.000 1,000.00 97 1050 MM ALTERNATIVE FLARED END SECTION EA 980.0000 980.00 0.000 0.00 98 900 MM ALTERNATIVE PIPE INLET M 850.0000 47,600.00 2.100 1,785.00 2.100 1,785.00 99 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 52.0000 36,920.00 142.000 7,384.00 142.000 7,384.00 00 ROCK SLOPE PROTECTION M3 66.0000 3,894.00 -59.700 -3,940.20 58.300 3,847.80 (BACKING NO. 2, METHOD B) 01 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 64.0000 9,600.00 145.800 9,331.20 145.800 9,331.20 02 ROCK SLOPE PROTECTION FABRIC M2 2.0000 4,000.00 487.300 974.60 527.800 1,055.60 03 MINOR CONCRETE (CURB AND SIDEWALK) M3 560.0000 39,200.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 09/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-049944 TIME 08:17 AM ESTIMATE NO. 04 BID OPENING 11/19/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: MIKE HONMA DATE OF THIS ESTIMATE 09/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 MINOR CONCRETE (GUTTER) M3 1,050.0000 5,250.00 0.000 0.00 05 MISCELLANEOUS IRON AND STEEL KG 4.0000 36,800.00 1,268.000 5,072.00 1,268.000 5,072.00 SF) 06 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 66,000.00 0.000 0.00 SF) 07 FENCE (TYPE WM, METAL POST) M 22.0000 275,000.00 11,328.000 249,216.00 S) 08 1.5 M WIRE MESH GATE EA 700.0000 5,600.00 0.000 0.00 S) 09 4.3 M WIRE MESH GATE EA 1,200.0000 1,200.00 0.000 0.00 S) 10 6.4 M WIRE MESH GATE EA 1,600.0000 3,200.00 0.000 0.00 S) 11 DELINEATOR (CLASS 1) EA 30.0000 3,900.00 0.000 0.00 12 GUARD RAILING DELINEATOR EA 20.0000 760.00 0.000 0.00 13 OBJECT MARKER (TYPE L) EA 36.0000 1,728.00 0.000 0.00 14 METAL BEAM GUARD RAILING M 62.0000 79,980.00 0.000 0.00 S) 15 END SECTION EA 75.0000 600.00 0.000 0.00 S) 16 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 41,800.00 0.000 0.00 S) 17 CONCRETE BARRIER (TYPE 736) M 190.0000 152,760.00 0.000 0.00 F) 18 PROFILED THERMOPLASTIC TRAFFIC STRIPE M 4.0000 100,000.00 0.000 0.00 S) 19 THERMOPLASTIC PAVEMENT MARKING M2 43.0000 18,060.00 0.000 0.00 S) 20 THERMOPLASTIC TRAFFIC STRIPE M 1.0000 12,300.00 0.000 0.00 S) (SPRAYABLE) 21 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 56.00 0.000 0.00 S) 22 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 9,170.00 0.000 0.00 S) 23 SIGNAL AND LIGHTING LS 160,000.0000 160,000.00 0.000 0.00 S) 24 HIGHWAY LIGHTING LS 20,000.0000 20,000.00 0.000 0.00 S) 25 MODIFY SIGNAL LS 23,000.0000 23,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 09/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-049944 TIME 08:17 AM ESTIMATE NO. 04 BID OPENING 11/19/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: MIKE HONMA DATE OF THIS ESTIMATE 09/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,037,083.15 4,157,705.30 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 13,233.01 13,233.01 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,050,316.16 4,170,938.31 26 MOBILIZATION LS 1950,000.0000 1,950,000.00 0.200 390,000.00 0.950 1,852,500.00 ORIGINAL CONTRACT AMOUNT 22,259,188.00 TOTAL WORK COMPLETED 1,440,316.16 6,023,438.31 MATERIALS ON HAND ON SITE 262,740.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,440,316.16 6,286,178.31 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 03/26/04 400 05/12/04 04/12/04 12/15/05 90 22 0 0 27% 23% PROGRESS IS SATISFACTORY MIKE HONMA RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 09/22/04