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 03/12/04 EST. NO.27 TIME 03:33 PM R.E. NAME: KRAFT, DAN 01-194134 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 023 0008 195.50 E.W. @ F.A.(+) 072002 N 008 0 026 0014 394.97 E.W. @ F.A.(+) 061002 N 012 0 032 0039 92.82 E.W. @ F.A.(+) 110102 N 039 0 0042 234.60 111602 N 042 0 0044 344.59 091802 N 044 0 0045 3,054.32 091602 N 045 0 0046 179.22 102302 N 046 0 033 0010 689.49 E.W. @ F.A.(+) 061002 N 010 0 036 0004 3,613.72 E.W. @ U.P (+) 061402 N 5 0 037 0003 107.67 E.W. @ F.A.(+) 100902 N 003 0 038 0006 107.67 E.W. @ F.A.(+) 100902 N 006 0 039 0003 107.67 E.W. @ F.A.(+) 100902 N 003 0 042 0035 2,911.44 E.W. @ F.A.(+) 012203 N 000035 043 0013 178.02 E.W. @ F.A.(+) 110802 N 012 0 0014 821.10 111602 N 013 0 13,032.80 TOTAL THIS ESTIMATE 1,331,052.53 TOTAL PREVIOUS ESTIMATE 1,344,085.33 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 03/12/04 EST. NO.27 TIME 03:33 PM R.E. NAME: KRAFT, DAN 01-194134 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING FHWA 47 -2,500.00 22 RECEIVED FHWA 47 2,500.00 27 2,500.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING ANNUAL REPT -10,000.00 16 RECD ANNUAL EEO REPT 10,000.00 17 MISSING CEM2402(F) -10,000.00 22 RECEIVED CEM 2402(F) 10,000.00 27 SECTION 2-1.054 -1,885.75 27 8,114.25 -1,885.75 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 15 RECEIVED PAYROLLS 10,000.00 25 0.00 0.00 TOTAL DEDUCTIONS 10,614.25 -1,885.75 PROGRAM CAS145 PAGE 1 DATE 03/12/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-194134 TIME 03:33 PM ESTIMATE NO. 27 BID OPENING 09/26/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/22/03 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 03/12/04 LOCATION RERUN FINAL ESTIMATE 01-MEN-20-43.0/44.1 -------------------- 01-LAK-20-0.0/0.6 PARNUM PAVING INC IN MENDOCINO AND LAKE COUNTIES NEAR P O BOX 970 UPPER BLUE LAKE FROM 1.8 KM WEST TO UKIAH CA 95482 1.1 KM EAST OF MENDOCINO AND LAKE COUNTY LINE FED. AID NO. NH-L20 ( ) WIDEN EXISTING HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (ESA) M 7.0000 1,050.00 145.000 1,015.00 02 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 1.000 5,000.00 PLAN 03 WATER POLLUTION CONTROL LS 25,000.0000 25,000.00 1.000 25,000.00 04 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 1.000 10,000.00 S) 05 TRAFFIC CONTROL SYSTEM LS 299,295.0000 299,295.00 1.000 299,295.00 S) 06 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 14,900.00 8,437.000 8,437.00 S) 07 PORTABLE CHANGEABLE MESSAGE SIGN EA 26,400.0000 52,800.00 2.000 52,800.00 S) 08 TEMPORARY FLASHING BEACON EA 4,150.0000 8,300.00 2.000 8,300.00 09 TEMPORARY RAILING (TYPE K) M 25.0000 45,000.00 0.000 0.00 S) 10 TEMPORARY CRASH CUSHION MODULE EA 300.0000 8,400.00 0.000 0.00 11 ABANDON CULVERT EA 400.0000 3,600.00 9.000 3,600.00 12 OBLITERATE SURFACING M2 3.0000 480.00 169.000 507.00 13 REMOVE FENCE (TYPE WM) M 15.0000 3,150.00 210.000 3,150.00 14 REMOVE PAINTED TRAFFIC STRIPE M 3.2000 19,296.00 287.000 918.40 15 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.5000 12,690.00 3,489.000 15,700.50 16 REMOVE ASPHALT CONCRETE DIKE M 3.5000 1,295.00 370.000 1,295.00 17 REMOVE CULVERT M 150.0000 5,250.00 24.500 3,675.00 18 REMOVE INLET EA 350.0000 2,800.00 8.000 2,800.00 19 CAP UNDERDRAIN M 15.0000 9,300.00 0.000 0.00 20 REMOVE DOWNDRAIN M 30.0000 3,600.00 10.000 300.00 113.510 3,405.30 21 REMOVE DELINEATOR EA 15.0000 255.00 0.000 0.00 22 RESET ROADSIDE SIGN (WOOD POST) EA 150.0000 4,950.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 03/12/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-194134 TIME 03:33 PM ESTIMATE NO. 27 BID OPENING 09/26/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/22/03 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 03/12/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 1200 MM PLASTIC PIPE LINER M 990.0000 38,610.00 0.000 0.00 24 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 30.0000 9,300.00 180.700 5,421.00 25 REMOVE CONCRETE M3 200.0000 5,200.00 24.650 4,930.00 26 CLEARING AND GRUBBING LS 65,000.0000 65,000.00 1.000 65,000.00 27 ROADWAY EXCAVATION M3 7.0000 707,000.00 -1,365.400 -9,557.80 106,634.600 746,442.20 28 GEOSYNTHETIC REINFORCED EMBANKMENT M2 6.0000 7,800.00 -5,026.500 -30,159.00 1,586.700 9,520.20 29 SAND BACKFILL M3 160.0000 4,800.00 3.600 576.00 26.750 4,280.00 30 EROSION CONTROL (BLANKET) M2 4.5000 5,850.00 1,601.500 7,206.75 31 STRAW (EROSION CONTROL) TONN 480.0000 14,400.00 61.330 29,438.40 S) 32 FIBER (EROSION CONTROL) KG 1.0000 7,850.00 12,292.330 12,292.33 S) 33 COMPOST (EROSION CONTROL) KG 0.4000 9,440.00 35,675.110 14,270.04 S) 34 PURE LIVE SEED (EROSION CONTROL) KG 29.0000 20,300.00 1,069.780 31,023.62 S) 35 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 3,940.00 3,064.620 6,129.24 S) 36 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 4,710.00 2,448.950 7,346.85 37 40 MM GALVANIZED STEEL PIPE M 75.0000 4,125.00 74.800 5,610.00 S) (SUPPLY LINE) 38 65 MM GALVANIZED STEEL PIPE M 100.0000 23,000.00 253.300 25,330.00 S) (SUPPLY LINE) 39 CLASS 2 AGGREGATE BASE M3 33.0000 442,200.00 176.800 5,834.40 14,541.800 479,879.40 40 REPLACE ASPHALT CONCRETE SURFACING M3 275.0000 49,500.00 227.600 62,590.00 41 ASPHALT CONCRETE (TYPE B) TONN 58.0000 719,200.00 13,688.540 793,935.32 42 ASPHALT CONCRETE (OPEN GRADED) TONN 80.0000 145,600.00 2,569.770 205,581.60 43 PAVEMENT REINFORCING FABRIC M2 3.2500 9,490.00 2,892.000 9,399.00 44 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 55.0000 4,785.00 25.500 1,402.50 AREA) 45 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 1.6000 4,128.00 2,834.000 4,534.40 46 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 1.6000 2,080.00 1,693.400 2,709.44 47 ASPHALTIC EMULSION (PAINT BINDER) TONN 400.0000 12,000.00 24.300 9,720.00 48 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 82,800.00 -4.765 -5,718.00 78.580 94,296.00 F) 49 ROADSIDE SIGN - ONE POST EA 250.0000 5,250.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 03/12/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-194134 TIME 03:33 PM ESTIMATE NO. 27 BID OPENING 09/26/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/22/03 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 03/12/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ROADSIDE SIGN - TWO POST EA 350.0000 3,850.00 0.000 0.00 51 600 MM ALTERNATIVE PIPE CULVERT M 360.0000 86,400.00 241.690 87,008.40 52 1350 MM REINFORCED CONCRETE PIPE M 1,900.0000 11,400.00 6.000 11,400.00 53 200 MM CORRUGATED STEEL PIPE M 200.0000 200.00 1.200 240.00 (2.01 MM THICK) 54 450 MM CORRUGATED STEEL PIPE M 250.0000 3,500.00 5.000 1,250.00 11.630 2,907.50 (2.77 MM THICK) 55 600 MM CORRUGATED STEEL PIPE M 525.0000 787.50 1.500 787.50 (3.51 MM THICK) 56 200 MM BITUMINOUS COATED CORRUGATED M 75.0000 2,700.00 -13.050 -978.75 30.930 2,319.75 STEEL PIPE (2.01 MM THICK) 57 3050 MM STRUCTURAL STEEL PLATE PIPE M 2,700.0000 27,000.00 0.520 1,404.00 9.520 25,704.00 (2.82 MM THICK) 58 200 MM PERFORATED PLASTIC M 100.0000 101,000.00 1,093.000 109,300.00 PIPE UNDERDRAIN 59 200 MM PLASTIC PIPE UNDERDRAIN M 120.0000 4,320.00 49.100 5,892.00 60 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 115.0000 8,625.00 125.460 14,427.90 (2.01 MM THICK) 61 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 100.0000 4,000.00 41.000 4,100.00 (2.77 MM THICK) 62 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 130.0000 4,810.00 41.900 5,447.00 (3.51 MM THICK) 63 600 MM BITUMINOUS COATED CORRUGATED M 160.0000 13,280.00 84.800 13,568.00 STEEL PIPE DOWNDRAIN (3.51 MM THICK) 64 200 MM ANCHOR ASSEMBLY EA 150.0000 900.00 0.000 0.00 65 300 MM ANCHOR ASSEMBLY EA 170.0000 1,700.00 21.000 3,570.00 66 450 MM ANCHOR ASSEMBLY EA 190.0000 1,330.00 7.000 1,330.00 67 600 MM ANCHOR ASSEMBLY EA 200.0000 4,600.00 24.000 4,800.00 68 900 MM CORRUGATED STEEL PIPE INLET M 1,500.0000 3,150.00 2.100 3,150.00 (3.51 MM THICK) 69 300 MM STEEL FLARED END SECTION EA 160.0000 480.00 4.000 640.00 70 200 MM STEEL FLARED END SECTION EA 170.0000 340.00 0.000 0.00 71 600 MM STEEL FLARED END SECTION EA 210.0000 840.00 4.000 840.00 72 ROCK SLOPE PROTECTION (1/2T, METHOD A) M3 110.0000 1,430.00 -0.160 -17.60 10.230 1,125.30 73 ROCK SLOPE PROTECTION M3 250.0000 9,000.00 -4.050 -1,012.50 59.880 14,970.00 (FACING, METHOD B) 74 ROCK SLOPE PROTECTION (1/4 T, METHOD A) M3 110.0000 3,300.00 37.100 4,081.00 75 CONCRETED-ROCK SLOPE PROTECTION M3 525.0000 1,050.00 2.400 1,260.00 (1/4T, METHOD A) PROGRAM CAS145 PAGE 4 DATE 03/12/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-194134 TIME 03:33 PM ESTIMATE NO. 27 BID OPENING 09/26/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/22/03 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 03/12/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 76 ROCK SLOPE PROTECTION FABRIC M2 8.5000 1,445.00 -11.690 -99.37 247.120 2,100.52 77 MISCELLANEOUS IRON AND STEEL KG 1.7500 2,835.00 108.000 189.00 2,160.000 3,780.00 F) 78 FENCE (TYPE WM, METAL POST) M 14.0000 2,800.00 214.000 2,996.00 79 DELINEATOR (CLASS 1) EA 30.0000 2,070.00 66.000 1,980.00 80 MARKER (CULVERT) EA 40.0000 2,040.00 46.000 1,840.00 81 KILOMETER POST MARKER EA 40.0000 840.00 13.000 520.00 82 OBJECT MARKER (TYPE P) EA 45.0000 540.00 0.000 0.00 83 OBJECT MARKER (TYPE R) EA 50.0000 100.00 0.000 0.00 84 THERMOPLASTIC PAVEMENT MARKING M2 58.0000 2,030.00 33.390 1,936.62 S) 85 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9500 10,640.00 11,989.000 11,389.55 86 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 1,938.00 3,290.500 1,974.30 (BROKEN 10.98 M - 3.66 M) 87 PAVEMENT MARKER (RETROREFLECTIVE- EA 8.5000 14,960.00 1,007.000 8,559.50 RECESSED) PROGRAM CAS145 PAGE 5 DATE 03/12/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-194134 TIME 03:33 PM ESTIMATE NO. 27 BID OPENING 09/26/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/22/03 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 03/12/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION -37,989.62 3,439,131.33 ADJUSTMENT OF COMPENSATION 0.00 30,641.81 EXTRA WORK 13,032.80 1,313,443.52 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION -24,956.82 4,783,216.66 88 MOBILIZATION LS 365,000.0000 365,000.00 1.000 365,000.00 ORIGINAL CONTRACT AMOUNT 3,651,999.50 TOTAL WORK COMPLETED -24,956.82 5,148,216.66 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,614.25 -1,885.75 TOTAL -14,342.57 5,146,330.91 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 10/26/00 220 04/24/01 11/13/00 01/22/03 300 245 62 18 100% 100% KRAFT, DAN RESIDENT ENGINEER PROGRAM CAS145 DATE 03/12/04