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 02/19/02 EST. NO.10 TIME 03:37 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 --------------------------------------------------------------------------- 001 0029 788.80 E.W. @ U.P (+) 122001 N 021 0 004 0007 127.60 E.W. @ U.P (+) 091501 N 007 0 0008 116.40 100601 N 008 0 0009 211.60 102701 N 009 0 0010 101.60 012602 N 010 0 017 0005 322.87 E.W. @ F.A.(+) 072701 N 006 0 0010 415.92 111401 N 011 0 019 0006 3,329.25 E.W. @ F.A.(+) 092501 N 006 0 029 0006 982.34 E.W. @ F.A.(+) 112101 N 006 0 030 0018 4,340.46 E.W. @ F.A.(+) 122701 N 018 0 0019 197.21 111301 N 019 0 0020 191.96 111601 N 020 0 0021 263.30 120401 N 021 0 0022 414.89 010902 N 022 0 0024 423.60 012302 N 024 0 0025 433.39 012402 N 025 0 12,661.19 TOTAL THIS ESTIMATE 347,724.57 TOTAL PREVIOUS ESTIMATE 360,385.76 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 02/19/02 EST. NO.10 TIME 03:37 PM R.E. NAME: KRAFT, DAN 01-194134 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 02/19/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-194134 TIME 03:37 PM ESTIMATE NO. 10 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 02/20/02 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 02/19/02 LOCATION PROGRESS 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 TEMPORARY FENCE (ESA) M 7.0000 1,050.00 145.000 1,015.00 002 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.750 3,750.00 PLAN 003 WATER POLLUTION CONTROL LS 25,000.0000 25,000.00 0.750 18,750.00 004 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.750 7,500.00 (S) 005 TRAFFIC CONTROL SYSTEM LS 299,295.0000 299,295.00 0.540 161,619.30 (S) 006 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 14,900.00 0.000 0.00 (S) 007 PORTABLE CHANGEABLE MESSAGE SIGN EA 26,400.0000 52,800.00 1.534 40,497.60 (S) 008 TEMPORARY FLASHING BEACON EA 4,150.0000 8,300.00 1.500 6,225.00 009 TEMPORARY RAILING (TYPE K) M 25.0000 45,000.00 0.000 0.00 (S) 010 TEMPORARY CRASH CUSHION MODULE EA 300.0000 8,400.00 0.000 0.00 011 ABANDON CULVERT EA 400.0000 3,600.00 9.000 3,600.00 012 OBLITERATE SURFACING M2 3.0000 480.00 0.000 0.00 013 REMOVE FENCE (TYPE WM) M 15.0000 3,150.00 210.000 3,150.00 014 REMOVE PAINTED TRAFFIC STRIPE M 3.2000 19,296.00 0.000 0.00 015 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.5000 12,690.00 0.000 0.00 016 REMOVE ASPHALT CONCRETE DIKE M 3.5000 1,295.00 0.000 0.00 017 REMOVE CULVERT M 150.0000 5,250.00 8.500 1,275.00 018 REMOVE INLET EA 350.0000 2,800.00 8.000 2,800.00 019 CAP UNDERDRAIN M 15.0000 9,300.00 0.000 0.00 020 REMOVE DOWNDRAIN M 30.0000 3,600.00 103.510 3,105.30 021 REMOVE DELINEATOR EA 15.0000 255.00 0.000 0.00 022 RESET ROADSIDE SIGN (WOOD POST) EA 150.0000 4,950.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 02/19/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-194134 TIME 03:37 PM ESTIMATE NO. 10 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 02/20/02 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 02/19/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 1200 MM PLASTIC PIPE LINER M 990.0000 38,610.00 0.000 0.00 024 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 30.0000 9,300.00 0.000 0.00 025 REMOVE CONCRETE M3 200.0000 5,200.00 24.650 4,930.00 026 CLEARING AND GRUBBING LS 65,000.0000 65,000.00 0.900 58,500.00 027 ROADWAY EXCAVATION M3 7.0000 707,000.00 72,708.930 508,962.51 028 GEOSYNTHETIC REINFORCED EMBANKMENT M2 6.0000 7,800.00 6,613.200 39,679.20 029 SAND BACKFILL M3 160.0000 4,800.00 23.150 3,704.00 030 EROSION CONTROL (BLANKET) M2 4.5000 5,850.00 1,601.500 7,206.75 031 STRAW (EROSION CONTROL) TONN 480.0000 14,400.00 39.190 18,811.20 (S) 032 FIBER (EROSION CONTROL) KG 1.0000 7,850.00 6,486.130 6,486.13 (S) 033 COMPOST (EROSION CONTROL) KG 0.4000 9,440.00 19,073.510 7,629.40 (S) 034 PURE LIVE SEED (EROSION CONTROL) KG 29.0000 20,300.00 577.950 16,760.55 (S) 035 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 3,940.00 1,622.120 3,244.24 (S) 036 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 4,710.00 1,315.550 3,946.65 037 40 MM GALVANIZED STEEL PIPE M 75.0000 4,125.00 54.800 4,110.00 (S) (SUPPLY LINE) 038 65 MM GALVANIZED STEEL PIPE M 100.0000 23,000.00 233.300 23,330.00 (S) (SUPPLY LINE) 039 CLASS 2 AGGREGATE BASE M3 33.0000 442,200.00 6,541.080 215,855.64 040 REPLACE ASPHALT CONCRETE SURFACING M3 275.0000 49,500.00 0.000 0.00 041 ASPHALT CONCRETE (TYPE B) TONN 58.0000 719,200.00 11.260 653.08 042 ASPHALT CONCRETE (OPEN GRADED) TONN 80.0000 145,600.00 0.000 0.00 043 PAVEMENT REINFORCING FABRIC M2 3.2500 9,490.00 0.000 0.00 044 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 55.0000 4,785.00 25.500 1,402.50 AREA) 045 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 1.6000 4,128.00 0.000 0.00 046 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 1.6000 2,080.00 0.000 0.00 047 ASPHALTIC EMULSION (PAINT BINDER) TONN 400.0000 12,000.00 0.000 0.00 048 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 82,800.00 80.855 97,026.00 (F) 049 ROADSIDE SIGN - ONE POST EA 250.0000 5,250.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 02/19/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-194134 TIME 03:37 PM ESTIMATE NO. 10 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 02/20/02 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 02/19/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 ROADSIDE SIGN - TWO POST EA 350.0000 3,850.00 0.000 0.00 051 600 MM ALTERNATIVE PIPE CULVERT M 360.0000 86,400.00 239.090 86,072.40 052 1350 MM REINFORCED CONCRETE PIPE M 1,900.0000 11,400.00 6.000 11,400.00 053 200 MM CORRUGATED STEEL PIPE M 200.0000 200.00 1.200 240.00 (2.01 MM THICK) 054 450 MM CORRUGATED STEEL PIPE M 250.0000 3,500.00 6.630 1,657.50 (2.77 MM THICK) 055 600 MM CORRUGATED STEEL PIPE M 525.0000 787.50 1.500 787.50 (3.51 MM THICK) 056 200 MM BITUMINOUS COATED CORRUGATED M 75.0000 2,700.00 30.360 2,277.00 STEEL PIPE (2.01 MM THICK) 057 3050 MM STRUCTURAL STEEL PLATE PIPE M 2,700.0000 27,000.00 9.000 24,300.00 (2.82 MM THICK) 058 200 MM PERFORATED PLASTIC M 100.0000 101,000.00 1,093.000 109,300.00 PIPE UNDERDRAIN 059 200 MM PLASTIC PIPE UNDERDRAIN M 120.0000 4,320.00 49.100 5,892.00 060 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 115.0000 8,625.00 117.780 13,544.70 (2.01 MM THICK) 061 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 100.0000 4,000.00 41.000 4,100.00 (2.77 MM THICK) 062 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 130.0000 4,810.00 38.100 4,953.00 (3.51 MM THICK) 063 600 MM BITUMINOUS COATED CORRUGATED M 160.0000 13,280.00 84.800 13,568.00 STEEL PIPE DOWNDRAIN (3.51 MM THICK) 064 200 MM ANCHOR ASSEMBLY EA 150.0000 900.00 0.000 0.00 065 300 MM ANCHOR ASSEMBLY EA 170.0000 1,700.00 13.000 2,210.00 066 450 MM ANCHOR ASSEMBLY EA 190.0000 1,330.00 7.000 1,330.00 067 600 MM ANCHOR ASSEMBLY EA 200.0000 4,600.00 22.000 4,400.00 068 900 MM CORRUGATED STEEL PIPE INLET M 1,500.0000 3,150.00 2.100 3,150.00 (3.51 MM THICK) 069 300 MM STEEL FLARED END SECTION EA 160.0000 480.00 4.000 640.00 070 200 MM STEEL FLARED END SECTION EA 170.0000 340.00 0.000 0.00 071 600 MM STEEL FLARED END SECTION EA 210.0000 840.00 3.000 630.00 072 ROCK SLOPE PROTECTION (1/2T, METHOD A) M3 110.0000 1,430.00 10.390 1,142.90 073 ROCK SLOPE PROTECTION M3 250.0000 9,000.00 61.230 15,307.50 (FACING, METHOD B) 074 ROCK SLOPE PROTECTION (1/4 T, METHOD A) M3 110.0000 3,300.00 37.100 4,081.00 075 CONCRETED-ROCK SLOPE PROTECTION M3 525.0000 1,050.00 2.400 1,260.00 (1/4T, METHOD A) PROGRAM CAS145 PAGE 4 DATE 02/19/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-194134 TIME 03:37 PM ESTIMATE NO. 10 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 02/20/02 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 02/19/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 076 ROCK SLOPE PROTECTION FABRIC M2 8.5000 1,445.00 222.190 1,888.62 077 MISCELLANEOUS IRON AND STEEL KG 1.7500 2,835.00 1,944.000 3,402.00 (F) 078 FENCE (TYPE WM, METAL POST) M 14.0000 2,800.00 214.000 2,996.00 079 DELINEATOR (CLASS 1) EA 30.0000 2,070.00 0.000 0.00 080 MARKER (CULVERT) EA 40.0000 2,040.00 0.000 0.00 081 KILOMETER POST MARKER EA 40.0000 840.00 0.000 0.00 082 OBJECT MARKER (TYPE P) EA 45.0000 540.00 0.000 0.00 083 OBJECT MARKER (TYPE R) EA 50.0000 100.00 0.000 0.00 084 THERMOPLASTIC PAVEMENT MARKING M2 58.0000 2,030.00 0.000 0.00 (S) 085 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9500 10,640.00 0.000 0.00 086 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 1,938.00 0.000 0.00 (BROKEN 10.98 M - 3.66 M) 087 PAVEMENT MARKER (RETROREFLECTIVE- EA 8.5000 14,960.00 0.000 0.00 RECESSED) PROGRAM CAS145 PAGE 5 DATE 02/19/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-194134 TIME 03:37 PM ESTIMATE NO. 10 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 02/20/02 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 02/19/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 1,596,055.17 ADJUSTMENT OF COMPENSATION 0.00 1,009.14 EXTRA WORK 12,661.19 359,376.62 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 12,661.19 1,956,440.93 088 MOBILIZATION LS 365,000.0000 365,000.00 1.000 365,000.00 ORIGINAL CONTRACT AMOUNT 3,651,999.50 TOTAL WORK COMPLETED 12,661.19 2,321,440.93 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 12,661.19 2,321,440.93 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 10/26/00 220 04/24/01 11/13/00 09/01/02 134 181 1 4 58% 59% PROGRESS IS SATISFACTORY KRAFT, DAN RESIDENT ENGINEER PROGRAM CAS145 DATE 02/19/02