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 07/23/01 EST. NO.16 TIME 02:50 PM 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 0023 504.23 E.W. @ U.P (+) VAR N 19 S3 0024 1,479.06 VAR N 20 S3 0025 1,579.91 VAR N 21 S3 003 0052 95.08 E.W. @ F.A.(+) 062801 N 51 S3 005 0015 333.43 E.W. @ F.A.(+) 060501 N 15 S3 0017 352.82 061101 N 17 S3 0018 620.80 061901 N 18 S3 0019 2,595.14 062001 N 18 S3 008 0015 38.40 A.C. @ U.P.(+) VAR N 15 S3 0016 32.00 VAR N 16 S3 0017 48.00 VAR N 17 S3 013 0004-1 -1,656.32 E.W. @ F.A.(+) 081900 N 4 S3 DAO CORRECTING ENTRY 0004-2 2,265.24 081900 N 4 S3 DAO CORRECTING ENTRY 0005-1 -1,762.29 082200 N 5 S3 DAO CORRECTING ENTRY 0005-2 2,371.21 082200 N 5 S3 DAO CORRECTING ENTRY 0007-1 -352.76 082100 N 1 S3 DAO CORRECTING ENTRY 0007-2 852.56 082100 N 1 S3 DAO CORRECTING ENTRY 0008-1 -352.76 082200 N 2 S3 DAO CORRECTING ENTRY 0008-2 917.09 082200 N 2 S3 DAO CORRECTING ENTRY 0009-1 -352.76 082300 N 3 S3 DAO CORRECTING ENTRY 0009-2 917.09 082300 N 3 S3 DAO CORRECTING ENTRY 0010-1 -352.76 082400 N 4 S3 DAO CORRECTING ENTRY 0010-2 917.09 082400 N 4 S3 DAO CORRECTING ENTRY 0011-1 -352.76 082500 N 5 S3 DAO CORRECTING ENTRY 0011-2 917.09 082500 N 5 S3 DAO CORRECTING ENTRY 0012-1 -352.76 082800 N 6 S3 DAO CORRECTING ENTRY 0012-2 917.09 082800 N 6 S3 DAO CORRECTING ENTRY 0013-1 -352.76 082900 N 7 S3 DAO CORRECTING ENTRY 0013-2 917.09 082900 N 7 S3 DAO CORRECTING ENTRY 015 0028-1 -6,029.90 E.W. @ F.A.(+) 071900 N 2 S3 DAO CORRECTING ENTRY 0028-2 6,313.34 071900 N 2 S3 DAO CORRECTING ENTRY 0029-1 -5,134.85 072000 N 3 S3 DAO CORRECTING ENTRY 0029-2 5,375.48 072000 N 3 S3 DAO CORRECTING ENTRY 0030-1 -5,796.81 072100 N 4 S3 DAO CORRECTING ENTRY 0030-2 6,037.44 072100 N 4 S3 DAO CORRECTING ENTRY 0031-1 -6,333.66 072400 N 5 S3 DAO CORRECTING ENTRY 0031-2 6,617.10 072400 N 5 S3 DAO CORRECTING ENTRY 0032-1 -2,641.84 072500 N 6 S3 DAO CORRECTING ENTRY 0032-2 2,925.28 072500 N 6 S3 DAO CORRECTING ENTRY 0033-1 -2,641.84 072600 N 7 S3 DAO CORRECTING ENTRY 0033-2 2,925.28 072600 N 7 S3 DAO CORRECTING ENTRY 0034-1 -2,050.63 072700 N 8 S3 DAO CORRECTING ENTRY 0034-2 2,291.26 072700 N 8 S3 DAO CORRECTING ENTRY 0035-1 -2,352.50 072800 N 9 S3 DAO CORRECTING ENTRY 0035-2 2,593.13 072800 N 9 S3 DAO CORRECTING ENTRY 0036-1 -3,312.53 073100 N 10 S3 DAO CORRECTING ENTRY 0036-2 3,595.97 073100 N 10 S3 DAO CORRECTING ENTRY 0037-1 -3,167.93 080100 N 11 S3 DAO CORRECTING ENTRY 0037-2 3,451.37 080100 N 11 S3 DAO CORRECTING ENTRY 0038-1 -2,945.00 080200 N 12 S3 DAO CORRECTING ENTRY 0038-2 3,228.44 080200 N 12 S3 DAO CORRECTING ENTRY PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 07/23/01 EST. NO.16 TIME 02:50 PM 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 --------------------------------------------------------------------------- 0039-1 -2,641.84 080300 N 13 S3 DAO CORRECTING ENTRY 0039-2 2,925.28 080300 N 13 S3 DAO CORRECTING ENTRY 0040-1 -2,943.72 080400 N 15 S3 DAO CORRECTING ENTRY 0040-2 3,227.15 080400 N 15 S3 DAO CORRECTING ENTRY 0041-1 -2,050.63 080700 N 16 S3 DAO CORRECTING ENTRY 0041-2 2,291.26 080700 N 16 S3 DAO CORRECTING ENTRY 0042-1 -669.75 080800 N 16 S3 DAO CORRECTING ENTRY 0042-2 729.91 080800 N 16 S3 DAO CORRECTING ENTRY 021 0003 57.75 E.W. @ L.S.(+) 070101 N S3 022 0021 11,755.99 E.W. @ F.A.(+) 043001 N 21 S3 0024 1,493.73 050301 N 24 S3 0025 1,816.88 050401 N 25 S3 0028 9,622.42 050801 N 28 S3 0029 18,644.82 050901 N 29 S3 0030 15,699.83 051001 N 30 S3 0031 7,758.70 051101 N 31 S3 0032 24,872.53 051201 N 32 S3 0042 3,912.17 052301 N 42 S3 0045 830.46 052901 N 45 S3 0047 1,572.15 053101 N 47 S3 0048 2,107.47 060101 N 48 S3 0052 179.08 060601 N 52 S3 0058 175.59 061501 N 58 S3 117,096.32 TOTAL THIS ESTIMATE 776,314.47 TOTAL PREVIOUS ESTIMATE 893,410.79 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 07/23/01 EST. NO.16 TIME 02:50 PM R.E. NAME: SCHULTZ, KELLEY 01-293504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE AC OUT OF SPEC -877.50 16 -877.50 -877.50 TOTAL DEDUCTIONS -877.50 -877.50 PROGRAM CAS145 PAGE 1 DATE 07/23/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-293504 TIME 02:50 PM ESTIMATE NO. 16 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 07/20/01 R.E. NAME: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 07/23/01 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 0.851 63,825.00 004 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.009 90.00 0.612 6,120.00 (S) 005 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.078 11,700.00 0.743 111,450.00 (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 1.762 79,290.00 (S) 011 TEMPORARY FLASHING BEACON LS 72,000.0000 72,000.00 0.018 1,296.00 0.964 69,408.00 (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 1,491.000 2,609.25 017 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 07/23/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-293504 TIME 02:50 PM ESTIMATE NO. 16 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 07/20/01 R.E. NAME: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 07/23/01 ------------------------------------------------------------------------------------------------------------------------------------ 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 10.000 300.00 14.900 447.00 024 REMOVE INLET EA 250.0000 1,000.00 1.000 250.00 025 REMOVE HEADWALL EA 500.0000 3,500.00 1.000 500.00 6.000 3,000.00 026 REMOVE DOWNDRAIN M 20.0000 1,900.00 87.180 1,743.60 027 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 0.047 4,700.00 1.000 100,000.00 037 ROADWAY EXCAVATION M3 3.7500 1012,500.00 3,285.000 12,318.75 258,295.700 968,608.88 038 SELECT MATERIAL M3 11.0000 102,850.00 1,874.500 20,619.50 8,871.000 97,581.00 039 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 8.173 1,634.60 18.003 3,600.60 (S) 044 FIBER (EROSION CONTROL) TONN 395.0000 6,320.00 4.422 1,746.69 9.312 3,678.24 (S) 045 PURE LIVE SEED (EROSION CONTROL) KG 135.0000 47,250.00 85.680 11,566.80 187.990 25,378.65 (S) 046 COMPOST TONN 431.0000 6,896.00 4.422 1,905.88 9.132 3,935.89 (S) 047 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.5000 1,200.00 204.040 306.06 447.040 670.56 (S) 048 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 3,200.00 408.240 816.48 897.240 1,794.48 (S) 049 CLASS 2 AGGREGATE BASE M3 34.0000 527,000.00 6,455.900 219,500.60 PROGRAM CAS145 PAGE 3 DATE 07/23/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-293504 TIME 02:50 PM ESTIMATE NO. 16 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 07/20/01 R.E. NAME: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 07/23/01 ------------------------------------------------------------------------------------------------------------------------------------ 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 160,000.00 364.440 29,155.20 806.740 64,539.20 051 ASPHALT CONCRETE (TYPE B) TONN 47.0000 573,400.00 2,581.720 121,340.84 5,052.920 237,487.24 052 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 9.600 384.00 9.600 384.00 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 3,185.00 461.000 1,613.50 461.000 1,613.50 056 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 5.380 5,380.00 14.670 14,670.00 (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 30,000.00 156.450 19,556.25 156.450 19,556.25 061 600 MM ALTERNATIVE PIPE CULVERT M 225.0000 51,750.00 39.270 8,835.75 148.120 33,327.00 062 900 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 7.100 958.50 (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 44.500 7,787.50 44.500 7,787.50 (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 22.700 567.50 396.860 9,921.50 071 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 45.0000 5,850.00 255.300 11,488.50 350.720 15,782.40 072 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 99.700 5,483.50 327.570 18,016.35 PROGRAM CAS145 PAGE 4 DATE 07/23/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-293504 TIME 02:50 PM ESTIMATE NO. 16 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 07/20/01 R.E. NAME: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 07/23/01 ------------------------------------------------------------------------------------------------------------------------------------ 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 33,750.00 191.000 14,325.00 425.700 31,927.50 078 300 MM POLYMERIC SHEET COATED CORRUGATED M 70.0000 8,400.00 6.160 431.20 23.650 1,655.50 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 25.210 1,008.40 25.210 1,008.40 082 600 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 1.000 600.00 086 600 MM ALTERNATIVE FLARED END SECTION EA 300.0000 1,200.00 2.000 600.00 4.000 1,200.00 087 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 0.100 12.50 34.260 4,282.50 (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 8,095.00 486.000 2,430.00 972.000 4,860.00 (SF) 096 FENCE (TYPE WM, METAL POST) M 22.0000 59,400.00 2,030.950 44,680.90 097 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 07/23/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-293504 TIME 02:50 PM ESTIMATE NO. 16 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 07/20/01 R.E. NAME: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 07/23/01 ------------------------------------------------------------------------------------------------------------------------------------ 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 07/23/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-293504 TIME 02:50 PM ESTIMATE NO. 16 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 07/20/01 R.E. NAME: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 07/23/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 307,625.40 4,642,526.67 ADJUSTMENT OF COMPENSATION 118.40 8,338.40 EXTRA WORK 116,977.92 885,072.39 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 424,721.72 5,535,937.46 108 MOBILIZATION LS 555,000.0000 555,000.00 1.000 555,000.00 ORIGINAL CONTRACT AMOUNT 7,209,792.00 TOTAL WORK COMPLETED 424,721.72 6,090,937.46 MATERIALS ON HAND ON SITE 27,154.11 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -877.50 -877.50 TOTAL 423,844.22 6,117,214.07 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 05/10/00 230 06/05/00 06/05/00 11/09/01 169 114 27 5 74% 64% PROGRESS IS SATISFACTORY SCHULTZ, KELLEY RESIDENT ENGINEER PROGRAM CAS145 DATE 07/23/01