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 10/26/06 EST. NO.14 TIME 10:54 AM R.E. NAME: CHAFFIN, FRED 02-366004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0003 31,613.60 E.W. @ U.P (+) 090906 N 3 0 0004 16,535.07 E.W. @ F.A.(+) 100706 N 4 0 48,148.67 TOTAL THIS ESTIMATE 629,795.64 TOTAL PREVIOUS ESTIMATE 677,944.31 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 10/26/06 EST. NO.14 TIME 10:54 AM R.E. NAME: CHAFFIN, FRED 02-366004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY NON-SUBM FHWA 1391 -10,000.00 12 RECV'D FHWA 1391 10,000.00 13 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR 11/05 -1,000.00 07 RECEIVED PAYROLLS 1,000.00 10 PER LTR 07/06 -1,000.00 11 PER LTR 08/06 -1,000.00 12 PER LTR DATED 09/06 -1,000.00 13 0.00 -3,000.00 TOTAL DEDUCTIONS 0.00 -3,000.00 PROGRAM CAS145 PAGE 1 DATE 10/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-366004 TIME 10:54 AM ESTIMATE NO. 14 BID OPENING 08/24/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: CHAFFIN, FRED DATE OF THIS ESTIMATE 10/26/06 LOCATION PROGRESS ESTIMATE 02-PLU-89-0.7/2.7 ----------------- STEVE MANNING CONSTRUCTION INC IN PLUMAS COUNTY NEAR GRAEAGLE FROM P O BOX 491660 1.1 KM NORTH OF SIERRA COUNTY TO REDDING CA 96049 1.1 KM SOUTH OF SULPHUR CREEK BRIDGE FED. AID NO. ACST-P089(84)E ,PH-P089(84)E REALIGN CURVE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE ESA) M 7.0000 8,050.00 848.700 5,940.90 S) 02 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000.00 PREVENTION PLAN 03 WATER POLLUTION CONTROL LS 20,000.0000 20,000.00 1.000 20,000.00 04 CONSTRUCTION AREA SIGNS LS 3,800.0000 3,800.00 0.850 3,230.00 S) 05 TRAFFIC CONTROL SYSTEM LS 110,000.0000 110,000.00 0.060 6,600.00 1.000 110,000.00 S) 06 BARRICADE (LEFT IN PLACE) EA 800.0000 800.00 0.000 0.00 07 TEMPORARY TRAFFIC STRIPE (PAINT) M 4.0000 3,440.00 227.000 908.00 S) 08 PORTABLE CHANGEABLE MESSAGE SIGN LS 18,000.0000 18,000.00 0.060 1,080.00 1.000 18,000.00 S) 09 TEMPORARY FLASHING BEACON LS 6,000.0000 6,000.00 0.250 1,500.00 1.000 6,000.00 S) 10 OBLITERATE ROADWAY M2 2.0000 42,400.00 4,240.000 8,480.00 21,200.000 42,400.00 11 REMOVE FENCE M 1.0000 1,690.00 30.000 30.00 1,484.400 1,484.40 S) 12 REMOVE TRAFFIC STRIPE M 6.0000 2,160.00 229.000 1,374.00 S) 13 REMOVE ROADSIDE SIGN EA 100.0000 1,700.00 17.000 1,700.00 14 REMOVE CULVERT EA 900.0000 15,300.00 6.000 5,400.00 17.000 15,300.00 15 REMOVE PIPE M 70.0000 700.00 0.000 0.00 16 RELOCATE VALVE EA 1,800.0000 1,800.00 0.000 0.00 17 RELOCATE MAILBOX EA 1,800.0000 1,800.00 0.000 0.00 18 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 40.0000 4,000.00 285.090 11,403.60 285.090 11,403.60 19 CLEARING AND GRUBBING LS 75,000.0000 75,000.00 1.000 75,000.00 20 DEVELOP WATER SUPPLY LS 6,000.0000 6,000.00 1.000 6,000.00 21 BINDER (DUST PALLIATIVE) LS 2,500.0000 2,500.00 1.000 2,500.00 22 ROADWAY EXCAVATION M3 12.0000 507,600.00 42,300.000 507,600.00 PROGRAM CAS145 PAGE 2 DATE 10/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-366004 TIME 10:54 AM ESTIMATE NO. 14 BID OPENING 08/24/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: CHAFFIN, FRED DATE OF THIS ESTIMATE 10/26/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 DITCH EXCAVATION M3 20.0000 18,000.00 286.670 5,733.40 738.020 14,760.40 24 IMPORTED MATERIAL (SHOULDER BACKING) TONN 22.0000 37,400.00 0.000 0.00 25 DUFF M3 12.0000 38,400.00 3,200.000 38,400.00 26 STRAW (EROSION CONTROL) TONN 660.0000 19,800.00 34.500 22,770.00 34.500 22,770.00 S) 27 FIBER (EROSION CONTROL) KG 1.1000 8,140.00 8,510.000 9,361.00 8,510.000 9,361.00 S) 28 COMPOST (EROSION CONTROL) M3 183.0000 7,686.00 42.450 7,768.35 42.450 7,768.35 S) 29 PURE LIVE SEED (EROSION CONTROL) KG 85.0000 29,750.00 402.500 34,212.50 402.500 34,212.50 S) 30 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.6000 1,488.00 1,069.500 1,711.20 1,069.500 1,711.20 S) 31 STABILIZING EMULSION (EROSION CONTROL) KG 1.6000 1,488.00 0.000 0.00 S) 32 200 MM CORRUGATED STEEL PIPE CONDUIT M 120.0000 9,600.00 75.650 9,078.00 (1.63 MM THICK) 33 CLASS 2 AGGREGATE BASE M3 45.0000 207,000.00 6,456.920 290,561.40 34 ASPHALT CONCRETE (TYPE A) TONN 75.0000 1,020,000.00 1,564.570 117,342.75 11,969.490 897,711.75 35 PLACE ASPHALT CONCRETE DIKE M 6.5000 9,555.00 1,146.000 7,449.00 1,146.000 7,449.00 36 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 60.0000 1,200.00 20.330 1,219.80 20.330 1,219.80 AREA) 37 SHOULDER RUMBLE STRIP STA 60.0000 3,960.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 38 2440 MM X 1220 MM PRECAST REINFORCED M 2,300.0000 71,300.00 30.650 70,495.00 CONCRETE BOX CULVERT 39 2440 MM X 1830 MM PRECAST REINFORCED M 2,430.0000 123,930.00 50.700 123,201.00 CONCRETE BOX CULVERT 40 MINOR CONCRETE (MINOR STRUCTURE) M3 950.0000 31,350.00 -3.840 -3,648.00 32.100 30,495.00 F) 41 MINOR CONCRETE (BACKFILL) M3 160.0000 36,800.00 194.410 31,105.60 42 ROADSIDE SIGN (METAL POST) EA 400.0000 800.00 0.000 0.00 43 450 MM ALTERNATIVE PIPE CULVERT M 230.0000 25,300.00 -9.000 -2,070.00 131.770 30,307.10 44 600 MM ALTERNATIVE PIPE CULVERT M 280.0000 86,800.00 39.370 11,023.60 285.400 79,912.00 45 900 MM ALTERNATIVE PIPE CULVERT M 310.0000 18,600.00 61.870 19,179.70 46 1050 MM ALTERNATIVE PIPE CULVERT M 340.0000 21,420.00 60.700 20,638.00 47 875 MM X 600 MM ALTERNATIVE PIPE M 290.0000 37,700.00 127.500 36,975.00 ARCH CULVERT 48 200 MM PERFORATED PLASTIC M 110.0000 41,800.00 45.000 4,950.00 721.600 79,376.00 PIPE UNDERDRAIN 49 PERMEABLE MATERIAL (BLANKET) M3 56.0000 145,600.00 1,913.390 107,149.84 PROGRAM CAS145 PAGE 3 DATE 10/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-366004 TIME 10:54 AM ESTIMATE NO. 14 BID OPENING 08/24/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: CHAFFIN, FRED DATE OF THIS ESTIMATE 10/26/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 FLUME DOWNDRAIN M 50.0000 650.00 12.000 600.00 12.000 600.00 51 TAPERED INLET EA 400.0000 1,200.00 3.000 1,200.00 3.000 1,200.00 52 FLUME ANCHOR ASSEMBLY EA 120.0000 1,440.00 10.000 1,200.00 10.000 1,200.00 53 450 MM ALTERNATIVE FLARED END SECTION EA 150.0000 900.00 8.000 1,200.00 54 600 MM ALTERNATIVE FLARED END SECTION EA 200.0000 4,400.00 3.000 600.00 21.000 4,200.00 55 900 MM ALTERNATIVE FLARED END SECTION EA 500.0000 500.00 2.000 1,000.00 56 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 78.0000 14,040.00 309.670 24,154.26 57 ROCK SLOPE PROTECTION M3 78.0000 28,080.00 96.850 7,554.30 286.870 22,375.86 (FACING, METHOD B) 58 ROCK SLOPE PROTECTION M3 78.0000 30,420.00 47.340 3,692.52 336.040 26,211.12 (BACKING NO. 2, METHOD B) 59 ROCK SLOPE PROTECTION M3 78.0000 53,040.00 94.000 7,332.00 452.910 35,326.98 (BACKING NO. 3, METHOD B) 60 ROCK SLOPE PROTECTION FABRIC M2 3.0000 8,640.00 549.590 1,648.77 2,172.240 6,516.72 61 FENCE (TYPE BW, 6-STRAND, WOOD POST) M 38.0000 2,584.00 0.000 0.00 S) 62 DELINEATOR (CLASS 2) EA 50.0000 4,100.00 0.000 0.00 63 HIGHWAY POST MARKER EA 50.0000 200.00 0.000 0.00 64 MARKER (CULVERT) EA 50.0000 1,700.00 0.000 0.00 65 OBJECT MARKER (TYPE L) EA 50.0000 1,300.00 0.000 0.00 66 OBJECT MARKER (TYPE N) EA 50.0000 100.00 0.000 0.00 67 CABLE RAILING M 100.0000 1,300.00 0.000 0.00 68 THERMOPLASTIC PAVEMENT MARKING M2 60.0000 2,460.00 41.020 2,461.20 41.020 2,461.20 S) 69 THERMOPLASTIC TRAFFIC STRIPE M 1.3000 15,080.00 11,385.600 14,801.28 11,385.600 14,801.28 S) (SPRAYABLE) 70 PAVEMENT MARKER EA 9.0000 9,900.00 0.000 0.00 S) (RETROREFLECTIVE-RECESSED) 71 SIZE 103 CONDUIT M 80.0000 10,400.00 126.660 10,132.80 S) PROGRAM CAS145 PAGE 4 DATE 10/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-366004 TIME 10:54 AM ESTIMATE NO. 14 BID OPENING 08/24/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: CHAFFIN, FRED DATE OF THIS ESTIMATE 10/26/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 293,407.27 2,949,058.76 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 48,148.67 677,944.31 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 341,555.94 3,627,003.07 72 MOBILIZATION LS 179,582.0000 179,582.00 1.000 179,582.00 ORIGINAL CONTRACT AMOUNT 3,264,623.00 TOTAL WORK COMPLETED 341,555.94 3,806,585.07 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -3,000.00 TOTAL 341,555.94 3,803,585.07 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 09/09/04 130 10/04/04 09/24/04 10/27/06 158 360 20 0 77% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PENDING CCO DAYS CHAFFIN, FRED RESIDENT ENGINEER PROGRAM CAS145 DATE 10/26/06