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 01/23/01 EST. NO.08 TIME 08:56 AM R.E. NAME: SCHULTZ, KELLEY 01-293504 --------------------------------------------------------------------------- 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 0007 107.18 E.W. @ F.A.(+) 080700 N 3 S3 0008 157.81 080800 N 4 S3 0009 82.23 081000 N 5 S3 0010 210.17 081100 N 6 S3 0011 7,832.96 E.W. @ U.P (+) VAR N 7 S3 003 0049 1,756.59 E.W. @ F.A.(+) 082400 N 2 S3 0050 3,894.90 082500 N 1 S3 0051 1,315.91 101100 N 7 S3 005 0009 628.70 E.W. @ F.A.(+) 120100 N 9 S3 0010 1,441.13 120200 N 10 S3 006 0014 45.89 E.W. @ F.A.(+) 110800 N 14 S3 0015 2,252.69 111400 N 15 S3 007 0003 668.80 A.C. @ L.S.(+) 120100 N S3 008 0006 140.40 A.C. @ U.P.(+) VAR N 6 S3 009 0008 123.33 E.W. @ F.A.(+) 080200 N 7 S3 0009 5,279.86 120100 N 8 S3 013 0007 352.76 E.W. @ F.A.(+) 082100 N 1 S3 0008 352.76 082200 N 2 S3 0009 352.76 082300 N 3 S3 0010 352.76 082400 N 4 S3 0011 352.76 082500 N 5 S3 0012 352.76 082800 N 6 S3 0013 352.76 082900 N 7 S3 015 0027 21,859.46 E.W. @ F.A.(+) 071800 N 1 S3 0028 6,029.90 071900 N 2 S3 0029 5,134.85 072000 N 3 S3 0030 5,796.81 072100 N 4 S3 0031 6,333.66 072400 N 5 S3 0032 2,641.84 072500 N 6 S3 0033 2,641.84 072600 N 7 S3 0034 2,050.63 072700 N 8 S3 0035 2,352.50 072800 N 9 S3 0036 3,312.53 073100 N 10 S3 0037 3,167.93 080100 N 11 S3 0038 2,945.00 080200 N 12 S3 0039 2,641.84 080300 N 13 S3 0040 2,943.72 080400 N 15 S3 0041 2,050.63 080700 N 16 S3 0042 669.75 080800 N 16 S3 0043 4,318.44 111700 N 29 S3 0044 387.03 111800 N 30 S3 0045 34.35 120100 N 31 S3 0046 332.57 120200 N 32 S3 106,053.15 TOTAL THIS ESTIMATE 352,945.80 TOTAL PREVIOUS ESTIMATE 458,998.95 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 01/23/01 EST. NO.08 TIME 08:56 AM R.E. NAME: SCHULTZ, KELLEY 01-293504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 01/23/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-293504 TIME 08:56 AM ESTIMATE NO. 08 BID OPENING 04/19/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/19/01 R.E. NAME: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 01/23/01 LOCATION PROGRESS ESTIMATE 01-MEN-101-37.6/39.6 ----------------- PARNUM PAVING INC IN MENDOCINO COUNTY NEAR WILLITS P O BOX 970 FROM 5.1 KM NORTH OF REEVES CANYON UKIAH CA 95482 ROAD TO 0.3 KM NORTH OF RIDGEWOOD RANCH ROAD FED. AID NO. ACST-P101(936)E ,PH-P101(936)E CURVE REALIGNMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 25,000.0000 25,000.00 0.750 18,750.00 002 PREPARE STORM WATER POLLUTION PREVENTION LS 10,000.0000 10,000.00 0.750 7,500.00 PLAN 003 WATER POLLUTION CONTROL LS 75,000.0000 75,000.00 0.027 2,025.00 0.689 51,675.00 004 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.009 90.00 0.558 5,580.00 (S) 005 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.461 69,150.00 (S) 006 TEMPORARY PAVEMENT MARKING (TAPE) M2 65.0000 3,575.00 23.400 1,521.00 (S) 007 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6000 17,100.00 9,970.000 5,982.00 (S) 008 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 23,100.00 383.000 11,490.00 (S) 009 TEMPORARY PAVEMENT MARKER EA 3.0000 2,310.00 0.000 0.00 (S) 010 PORTABLE CHANGEABLE MESSAGE SIGN EA 45,000.0000 90,000.00 0.120 5,400.00 1.042 46,890.00 (S) 011 TEMPORARY FLASHING BEACON LS 72,000.0000 72,000.00 0.018 1,296.00 0.856 61,632.00 (S) 012 TEMPORARY RAILING (TYPE K) M 20.0000 100,000.00 2,677.000 53,540.00 013 TEMPORARY CRASH CUSHION (ADIEM II) EA 7,500.0000 15,000.00 2.000 15,000.00 (S) 014 ABANDON REINFORCED CONCRETE BOX EA 3,000.0000 6,000.00 2.000 6,000.00 015 ABANDON CULVERT EA 675.0000 6,750.00 4.000 2,700.00 016 OBLITERATE SURFACING M2 1.7500 10,430.00 367.000 642.25 017 REMOVE FENCE (TYPE WM) M 10.0000 29,100.00 2,855.000 28,550.00 018 REMOVE GATE EA 65.0000 65.00 1.000 65.00 019 REMOVE METAL BEAM GUARD RAILING M 25.0000 9,250.00 0.000 0.00 020 REMOVE FLARED END SECTION EA 200.0000 600.00 3.000 600.00 021 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.4000 39,780.00 13,440.000 45,696.00 022 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.0000 375.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 01/23/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-293504 TIME 08:56 AM ESTIMATE NO. 08 BID OPENING 04/19/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/19/01 R.E. NAME: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 01/23/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE CULVERT M 30.0000 1,050.00 4.900 147.00 024 REMOVE INLET EA 250.0000 1,000.00 1.000 250.00 025 REMOVE HEADWALL EA 500.0000 3,500.00 5.000 2,500.00 026 REMOVE DOWNDRAIN M 20.0000 1,900.00 68.360 1,367.20 027 REMOVE REINFORCED CONCRETE BOX CULVERT M 325.0000 3,250.00 8.800 2,860.00 028 SALVAGE CONCRETE BARRIER (TYPE K) M 7.0000 9,450.00 0.000 0.00 029 SALVAGE ROADSIDE SIGN (WOOD POST) EA 150.0000 1,350.00 0.000 0.00 030 RESET ROADSIDE SIGN (METAL POST) EA 150.0000 150.00 0.000 0.00 031 RELOCATE ROADSIDE SIGN-ONE POST EA 150.0000 450.00 0.000 0.00 032 RELOCATE ADIEM CRASH CUSHION LS 5,000.0000 5,000.00 1.000 5,000.00 033 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 25.0000 9,000.00 0.000 0.00 (S) 034 REMOVE CONCRETE BARRIER M 35.0000 19,600.00 553.000 19,355.00 035 RESET CONCRETE BARRIER (TYPE K) M 6.0000 33,000.00 1,851.000 11,106.00 036 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 0.953 95,300.00 037 ROADWAY EXCAVATION M3 3.7500 1012,500.00 123,860.000 464,475.00 038 SELECT MATERIAL M3 11.0000 102,850.00 5,207.100 57,278.10 039 STRIPPING EXCAVATION M3 4.0000 219,200.00 31,310.000 125,240.00 040 SAND BACKFILL M3 80.0000 18,400.00 291.230 23,298.40 041 IMPORTED MATERIAL (SHOULDER BACKING) TONN 30.0000 4,200.00 0.000 0.00 042 LIGHTWEIGHT FILL M3 85.0000 795,600.00 9,205.000 782,425.00 (S) (EXPANDED POLYSTYRENE BLOCK) 043 STRAW (EROSION CONTROL) TONN 200.0000 6,400.00 9.830 1,966.00 (S) 044 FIBER (EROSION CONTROL) TONN 395.0000 6,320.00 4.890 1,931.55 (S) 045 PURE LIVE SEED (EROSION CONTROL) KG 135.0000 47,250.00 102.310 13,811.85 (S) 046 COMPOST TONN 431.0000 6,896.00 4.710 2,030.01 (S) 047 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.5000 1,200.00 243.000 364.50 (S) 048 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 3,200.00 489.000 978.00 (S) 049 CLASS 2 AGGREGATE BASE M3 34.0000 527,000.00 3,440.900 116,990.60 PROGRAM CAS145 PAGE 3 DATE 01/23/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-293504 TIME 08:56 AM ESTIMATE NO. 08 BID OPENING 04/19/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/19/01 R.E. NAME: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 01/23/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 ASPHALT TREATED PERMEABLE BASE M3 80.0000 160,000.00 442.300 35,384.00 051 ASPHALT CONCRETE (TYPE B) TONN 47.0000 573,400.00 2,471.200 116,146.40 052 ASPHALT CONCRETE (OPEN GRADED) TONN 60.0000 171,600.00 0.000 0.00 053 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 40.0000 1,160.00 0.000 0.00 AREA) 054 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.5000 2,275.00 0.000 0.00 055 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.5000 3,185.00 0.000 0.00 056 ASPHALTIC EMULSION (PAINT BINDER) TONN 360.0000 7,920.00 0.000 0.00 057 CLASS 2 CONCRETE (HEADWALL) M3 550.0000 46,750.00 70.500 38,775.00 058 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 22,000.00 5.530 5,530.00 (F) 059 BAR REINFORCING STEEL KG 4.0000 18,868.00 4,717.000 18,868.00 (SF) 060 450 MM ALTERNATIVE PIPE CULVERT M 125.0000 30,000.00 0.000 0.00 061 600 MM ALTERNATIVE PIPE CULVERT M 225.0000 51,750.00 83.430 18,771.75 062 900 MM ALTERNATIVE PIPE CULVERT M 325.0000 61,750.00 82.720 26,884.00 063 1800 MM REINFORCED CONCRETE PIPE M 1,000.0000 210,000.00 201.590 201,590.00 (CLASS V) 064 JACKED 1800 MM REINFORCED CONCRETE PIPE M 5,485.0000 658,200.00 103.010 565,009.85 (CLASS V) 065 300 MM CORRUGATED STEEL PIPE M 135.0000 1,890.00 0.000 0.00 (2.01 MM THICK) 066 600 MM CORRUGATED STEEL PIPE M 160.0000 8,320.00 11.780 1,884.80 (2.77 MM THICK) 067 450 MM SLOTTED CORRUGATED STEEL PIPE M 175.0000 8,225.00 0.000 0.00 (2.01 MM THICK) 068 200 MM PERFORATED STEEL PIPE UNDERDRAIN M 38.0000 15,960.00 91.000 3,458.00 (1.63 MM THICK) 069 300 MM PERFORATED STEEL PIPE UNDERDRAIN M 55.0000 8,800.00 122.940 6,761.70 (1.63 MM THICK) 070 80 MM PLASTIC PIPE (EDGE DRAIN) M 25.0000 37,750.00 374.160 9,354.00 071 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 45.0000 5,850.00 95.420 4,293.90 072 FURNISH AND INSTALL DRAIN PIPE M 3.5000 1,512.00 0.000 0.00 (HORIZONTAL DRAIN) 073 DRILL HOLE (HORIZONTAL DRAIN) M 40.0000 16,400.00 0.000 0.00 074 200 MM COLLECTOR SYSTEM M 25.0000 4,000.00 0.000 0.00 (HORIZONTAL DRAIN) 075 PERMEABLE MATERIAL M3 26.0000 327,600.00 7,009.390 182,244.14 (STABILIZATION TRENCH) 076 200 MM ALTERNATIVE PIPE UNDERDRAIN M 55.0000 20,350.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 01/23/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-293504 TIME 08:56 AM ESTIMATE NO. 08 BID OPENING 04/19/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/19/01 R.E. NAME: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 01/23/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 300 MM ALTERNATIVE PIPE UNDERDRAIN M 75.0000 33,750.00 0.000 0.00 078 300 MM POLYMERIC SHEET COATED CORRUGATED M 70.0000 8,400.00 0.000 0.00 STEEL PIPE DOWNDRAIN (2.01 MM THICK) 079 600 MM POLYMERIC SHEET COATED CORRUGATED M 150.0000 11,250.00 38.730 5,809.50 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 080 900 MM POLYMERIC SHEET COATED CORRUGATED M 200.0000 17,000.00 39.380 7,876.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 081 ANCHOR ASSEMBLY SYSTEM M 40.0000 3,600.00 0.000 0.00 082 600 MM ANCHOR ASSEMBLY EA 200.0000 1,800.00 10.000 2,000.00 083 900 MM ANCHOR ASSEMBLY EA 300.0000 1,800.00 0.000 0.00 084 900 MM CORRUGATED STEEL PIPE INLET M 600.0000 2,400.00 0.000 0.00 (3.51 MM THICK) 085 900 MM CONCRETE FLARED END SECTION EA 600.0000 1,200.00 0.500 300.00 086 600 MM ALTERNATIVE FLARED END SECTION EA 300.0000 1,200.00 1.000 300.00 087 ROCK SLOPE PROTECTION (2T, METHOD A) M3 150.0000 1,050.00 10.500 1,575.00 088 ROCK SLOPE PROTECTION (1/2T, METHOD A) M3 20.0000 2,400.00 90.000 1,800.00 089 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 75.0000 5,250.00 6.480 486.00 090 ROCK SLOPE PROTECTION M3 75.0000 9,000.00 63.590 4,769.25 (FACING, METHOD B) 091 ROCK SLOPE PROTECTION M3 125.0000 9,000.00 34.160 4,270.00 (BACKING NO. 2, METHOD B) 092 GEOTEXTILE CUSHION M2 2.6000 13,390.00 4,906.000 12,755.60 093 GEOMEMBRANE (GASOLINE RESISTANT) M2 16.5000 84,975.00 6,996.000 115,434.00 094 ROCK SLOPE PROTECTION FABRIC M2 2.0000 1,980.00 358.720 717.44 095 MISCELLANEOUS IRON AND STEEL KG 5.0000 8,095.00 270.000 1,350.00 (SF) 096 FENCE (TYPE WM, METAL POST) M 22.0000 59,400.00 390.000 8,580.00 1,816.000 39,952.00 097 METAL GATE EA 1,000.0000 1,000.00 0.000 0.00 098 MILEPOST MARKER EA 40.0000 440.00 0.000 0.00 099 MARKER (CULVERT) EA 40.0000 1,040.00 0.000 0.00 100 CONCRETE BARRIER MARKER EA 10.0000 2,300.00 0.000 0.00 101 CONCRETE BARRIER M 120.0000 217,200.00 0.000 0.00 (TYPE 60 MODIFIED) 102 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 3,395.00 0.000 0.00 (S) 103 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 10,575.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 5 DATE 01/23/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-293504 TIME 08:56 AM ESTIMATE NO. 08 BID OPENING 04/19/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/19/01 R.E. NAME: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 01/23/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,440.00 0.000 0.00 (S) 105 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 12,360.00 0.000 0.00 (S) (BROKEN-RECESSED 10.98 M - 3.66 M) 106 PAINT TRAFFIC STRIPE (1-COAT) M 0.2000 1,236.00 0.000 0.00 (S) 107 PAVEMENT MARKER (REFLECTIVE-RECESSED) EA 15.0000 16,200.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 6 DATE 01/23/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-293504 TIME 08:56 AM ESTIMATE NO. 08 BID OPENING 04/19/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/19/01 R.E. NAME: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 01/23/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 17,391.00 3,595,987.79 ADJUSTMENT OF COMPENSATION 809.20 2,833.60 EXTRA WORK 105,243.95 456,165.35 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 123,444.15 4,054,986.74 108 MOBILIZATION LS 555,000.0000 555,000.00 1.000 555,000.00 ORIGINAL CONTRACT AMOUNT 7,209,792.00 TOTAL WORK COMPLETED 123,444.15 4,609,986.74 MATERIALS ON HAND ON SITE 63,687.91 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 123,444.15 4,673,674.65 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 05/10/00 230 06/05/00 06/05/00 09/10/01 107 50 0 4 59% 45% PROGRESS IS SATISFACTORY *** SUSPENDED ON 12/08/00. SCHULTZ, KELLEY RESIDENT ENGINEER PROGRAM CAS145 DATE 01/23/01