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 10/23/06 EST. NO.08 TIME 08:10 PM R.E. NAME: JIM ROGERS 03-0C3404 --------------------------------------------------------------------------- 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 10/23/06 EST. NO.08 TIME 08:10 PM R.E. NAME: JIM ROGERS 03-0C3404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 7/06 -9,000.00 05 PER LTR DATED 8/06 -9,000.00 06 RETURN 7/06, 8/06 18,000.00 07 PER LTR DATED 10/06 -1,000.00 08 -1,000.00 -1,000.00 TOTAL DEDUCTIONS -1,000.00 -1,000.00 PROGRAM CAS145 PAGE 1 DATE 10/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0C3404 TIME 08:10 PM ESTIMATE NO. 08 BID OPENING 10/25/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: JIM ROGERS DATE OF THIS ESTIMATE 10/23/06 LOCATION PROGRESS ESTIMATE 03-BUT-32-1.4/1.8 ----------------- STEELHEAD CONSTRUCTORS INC IN BUTTE COUNTY NEAR HAMILTON CITY P O BOX 997 FROM EAST END OF PINE CREEK PALO CEDRO CA 96073 LAGOON BRIDGE TO THE WEST END OF PINE CREEK OVERFLOW BRIDGE FED. AID NO. ACST-P032(38)E ,PH-P032(38)E REPLACE BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 900 MM TEMPORARY CULVERT M 240.0000 13,680.00 54.900 13,176.00 02 PREPARE STORM WATER POLLUTION LS 3,750.0000 3,750.00 0.750 2,812.50 PREVENTION PLAN 03 WATER POLLUTION CONTROL LS 35,000.0000 35,000.00 0.590 20,650.00 04 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 6,000.00 2.000 6,000.00 05 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 12,000.00 2.000 6,000.00 06 CONSTRUCTION AREA SIGNS LS 6,000.0000 6,000.00 0.019 114.00 0.867 5,202.00 S) 07 TRAFFIC CONTROL SYSTEM LS 60,000.0000 60,000.00 0.148 8,880.00 0.837 50,220.00 S) 08 TYPE III BARRICADE EA 75.0000 2,400.00 17.000 1,275.00 46.730 3,504.75 S) 09 TEMPORARY PAVEMENT MARKING (PAINT) M2 105.0000 525.00 5.600 588.00 S) 10 TEMPORARY TRAFFIC STRIPE (PAINT) M 2.3000 8,211.00 3,486.000 8,017.80 S) 11 TRAFFIC PLASTIC DRUM EA 60.0000 1,980.00 23.300 1,398.00 55.000 3,300.00 S) 12 TEMPORARY PAVEMENT MARKER EA 8.0000 3,280.00 276.000 2,208.00 S) 13 TEMPORARY DELINEATOR (CLASS 1) EA 50.0000 450.00 9.000 450.00 S) 14 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 0.148 2,960.00 0.837 16,740.00 S) 15 REMOVE YELLOW TRAFFIC STRIPE M 16.0000 1,552.00 107.000 1,712.00 16 REMOVE TRAFFIC STRIPE M 5.0000 1,400.00 278.000 1,390.00 17 REMOVE PAVEMENT MARKING M2 50.0000 250.00 5.320 266.00 18 REMOVE ROADSIDE SIGN EA 125.0000 625.00 1.000 125.00 5.000 625.00 19 REMOVE ASPHALT CONCRETE DIKE M 8.0000 1,280.00 -90.000 -720.00 153.000 1,224.00 20 REMOVE ASPHALT CONCRETE SURFACING M2 12.0000 3,480.00 457.710 5,492.52 457.710 5,492.52 21 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 750.0000 750.00 1.000 750.00 22 SALVAGE METAL BEAM GUARD RAILING M 50.0000 4,100.00 83.800 4,190.00 PROGRAM CAS145 PAGE 2 DATE 10/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0C3404 TIME 08:10 PM ESTIMATE NO. 08 BID OPENING 10/25/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: JIM ROGERS DATE OF THIS ESTIMATE 10/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 RELOCATE ROADSIDE SIGN EA 250.0000 1,000.00 4.000 1,000.00 24 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.0000 15,540.00 1,250.840 7,505.04 S) 25 BRIDGE REMOVAL LS 66,000.0000 66,000.00 1.000 66,000.00 26 CLEARING AND GRUBBING HA 10,850.0000 21,700.00 1.810 19,638.50 27 ROADWAY EXCAVATION M3 28.0000 169,400.00 5,608.150 157,028.20 6,693.370 187,414.36 28 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 29 STRUCTURE EXCAVATION (BRIDGE) M3 60.0000 7,380.00 123.000 7,380.00 F) 30 STRUCTURE BACKFILL (BRIDGE) M3 200.0000 10,000.00 13.700 2,740.00 F) 31 IMPORTED BORROW M3 50.0000 186,000.00 173.670 8,683.50 4,708.670 235,433.50 32 STRAW (EROSION CONTROL) TONN 350.0000 2,100.00 8.260 2,891.00 8.260 2,891.00 S) 33 FIBER (EROSION CONTROL) KG 1.0000 3,060.00 3,175.000 3,175.00 3,175.000 3,175.00 S) 34 COMPOST (EROSION CONTROL) M3 450.0000 11,700.00 34.000 15,300.00 34.000 15,300.00 S) 35 PURE LIVE SEED (EROSION CONTROL) KG 150.0000 12,000.00 72.870 10,930.50 72.870 10,930.50 S) 36 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.3000 1,564.00 680.000 1,564.00 680.000 1,564.00 S) 37 STABILIZING EMULSION (EROSION CONTROL) KG 2.6000 884.00 340.000 884.00 340.000 884.00 S) 38 CLASS 2 AGGREGATE BASE M3 60.0000 283,800.00 1,335.530 80,131.80 4,300.183 258,010.98 39 ASPHALT CONCRETE (TYPE A, 19-MM TONN 100.0000 459,000.00 1,440.590 144,059.00 4,204.300 420,430.00 MAXIMUM GRADING) 40 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 65.0000 520.00 5.650 367.25 5.650 367.25 AREA) 41 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 20.0000 3,200.00 163.870 3,277.40 163.870 3,277.40 42 FURNISH PILING (CLASS 400) M 160.0000 32,800.00 179.600 28,736.00 (ALTERNATIVE W) 43 DRIVE PILE (CLASS 400) (ALTERNATIVE W) EA 1,000.0000 18,000.00 18.000 18,000.00 S) 44 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 300.0000 81,000.00 270.000 81,000.00 PILING (460 MM) 45 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 3,750.0000 75,000.00 20.000 75,000.00 S) PILE (460 MM) 46 STRUCTURAL CONCRETE, BRIDGE M3 1,000.0000 420,000.00 17.000 17,000.00 420.000 420,000.00 F) 47 BAR REINFORCING STEEL (BRIDGE) KG 1.9000 101,707.00 53,530.000 101,707.00 SF) 48 ROADSIDE SIGN - ONE POST EA 350.0000 2,800.00 8.000 2,800.00 8.000 2,800.00 49 ROADSIDE SIGN - TWO POST EA 650.0000 1,300.00 2.000 1,300.00 2.000 1,300.00 PROGRAM CAS145 PAGE 3 DATE 10/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0C3404 TIME 08:10 PM ESTIMATE NO. 08 BID OPENING 10/25/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: JIM ROGERS DATE OF THIS ESTIMATE 10/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 450 MM ALTERNATIVE PIPE CULVERT M 175.0000 5,250.00 29.500 5,162.50 29.500 5,162.50 51 600 MM CORRUGATED STEEL PIPE M 300.0000 5,400.00 9.500 2,850.00 18.000 5,400.00 (1.63 MM THICK) 52 600 MM STEEL FLARED END SECTION EA 350.0000 700.00 1.000 350.00 2.000 700.00 53 450 MM ALTERNATIVE FLARED END SECTION EA 300.0000 1,200.00 4.000 1,200.00 4.000 1,200.00 54 600 MM HEAVY DUTY AUTOMATIC EA 2,500.0000 5,000.00 2.000 5,000.00 DRAINAGE GATE 55 ROCK SLOPE PROTECTION M3 75.0000 15,000.00 122.000 9,150.00 252.000 18,900.00 (FACING, METHOD B) 56 ROCK SLOPE PROTECTION FABRIC M2 3.0000 1,140.00 340.400 1,021.20 557.400 1,672.20 57 DELINEATOR (CLASS 1) EA 35.0000 910.00 26.000 910.00 26.000 910.00 58 MARKER (CULVERT) EA 50.0000 200.00 4.000 200.00 4.000 200.00 59 HIGHWAY POST MARKER EA 50.0000 200.00 4.000 200.00 4.000 200.00 60 TRANSITION RAILING (TYPE WB) EA 3,500.0000 7,000.00 2.000 7,000.00 S) 61 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 6,000.00 2.000 6,000.00 S) 62 CONCRETE BARRIER (TYPE 732) M 280.0000 27,440.00 9.800 2,744.00 98.000 27,440.00 F) 63 THERMOPLASTIC PAVEMENT MARKING M2 90.0000 1,890.00 20.130 1,811.70 20.130 1,811.70 S) 64 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2500 10,980.00 4,641.000 10,442.25 4,641.000 10,442.25 S) 65 200 MM THERMOPLASTIC TRAFFIC STRIPE M 7.0000 581.00 83.000 581.00 83.000 581.00 S) 66 100 MM THERMOPLASTIC TRAFFIC STRIPE M 5.0000 300.00 60.000 300.00 60.000 300.00 S) (BROKEN 10.98 M - 3.66 M) 67 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 2,520.00 273.000 1,638.00 273.000 1,638.00 S) PROGRAM CAS145 PAGE 4 DATE 10/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0C3404 TIME 08:10 PM ESTIMATE NO. 08 BID OPENING 10/25/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: JIM ROGERS DATE OF THIS ESTIMATE 10/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 507,476.82 2,226,560.75 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 507,476.82 2,226,560.75 68 MOBILIZATION LS 226,500.0000 226,500.00 1.000 226,500.00 ORIGINAL CONTRACT AMOUNT 2,497,379.00 TOTAL WORK COMPLETED 507,476.82 2,453,060.75 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -1,000.00 -1,000.00 TOTAL 506,476.82 2,452,060.75 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 11/10/05 130 05/08/06 11/25/05 10/31/06 113 113 0 5 98% 83% PROGRESS IS SATISFACTORY JIM ROGERS RESIDENT ENGINEER PROGRAM CAS145 DATE 10/23/06