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 06/21/00 EST. NO.35 TIME 04:36 PM R.E. NAME: HARTMAN, DARRELL 12-012624 --------------------------------------------------------------------------- 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 0203 739.74 E.W. @ F.A.(+) 113099 N 997.00 0204 199.05 120299 N 998.00 0205 1,672.82 122299 N 932.00 0206 35.93 010700 N 948.00 0207 371.73 012500 N 949.00 0208 196.60 011400 N 999.00 0209 2,285.70 013100 N 1000.0 0210 1,387.88 022100 N 1001.0 0211 1,248.86 022200 N 1002.0 0212 721.66 022500 N 1003.0 0213 357.02 022700 N 1050.0 0214 103.09 030600 N 1054.0 0215 244.07 030800 N 1055.0 0216 929.94 032700 N 1030 0 0217 141.37 032700 N 1059.0 0218 414.00 013100 N 1041.0 0219 280.04 020100 N 1041.0 0220 605.15 021300 N 1044.0 0221 313.79 021400 N 1045.0 0222 410.36 021700 N 1047.0 0223 1,086.68 022000 N 1048.0 0224 1,251.52 022100 N 1043.0 0225 49.56 022100 N 1042.0 0226 363.48 031000 N 1052.0 0226-1 -363.48 031000 N 1052.0 DAO CORRECTING ENTRY 0226-2 313.92 031000 N 1052.0 DAO CORRECTING ENTRY 0227 1,026.45 031400 N 1056.0 0228 122.82 031700 N 1057.0 0229 58.60 031700 N 1058.0 0230 276.10 042600 N 1083 0 0231 830.28 042700 N 1084 0 0232 172.50 120499 N 1108.0 0233 140.98 112899 N 143 0 0234 375.75 011000 N 951.00 0235 99.52 033000 N 1060.0 0236 103.41 042700 N 1118.0 0237 386.19 050300 N 1152 0 0238 2,375.21 050400 N 1153 0 0239 1,660.84 050500 N 1154 0 0240 574.29 050800 N 1155 0 002 0108 954.96 E.W. @ F.A.(+) 080999 N 0 0109 1,312.89 082399 N 0 0110 624.81 090799 N 0 0111 1,515.51 090999 N 0 0112 445.98 092899 N 0 0113 445.45 051800 N 1105 0 004 0039 206.18 E.W. @ F.A.(+) 022200 N 1004.0 0040 149.83 031500 N 1119.0 011 0013 244.56 E.W. @ F.A.(+) 121399 N 7 0 0014 423.49 021700 N 1005.0 0015 325.75 022200 N 1006.0 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 06/21/00 EST. NO.35 TIME 04:36 PM R.E. NAME: HARTMAN, DARRELL 12-012624 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0016 986.37 041300 N 1122.0 0017 399.12 041400 N 1123.0 041 0010 2,967.92 E.W. @ F.A.(+) 011800 N 942 0 0011 596.68 032100 Y 1031 0 0012 656.27 041100 N 1027 0 0013 1,021.30 050200 N 1106 0 0014 347.88 032700 N 1063.0 042 0002 12,748.25 A.C. @ L.S.(+) 061600 N 0 051 0001 2,973.69 E.W. @ F.A.(+) 100898 N 505 0 0002 2,456.46 102098 N 506 0 0003 2,031.59 102198 N 507 0 0004 1,133.76 102298 N 508 0 0005 2,438.57 122698 N 509 0 0006 901.74 110598 N 510 0 0007 1,147.50 110698 N 511 0 0008 287.58 112498 N 512 0 0009 1,085.55 122998 N 513 0 0010 636.83 123098 N 514 0 0011 796.77 011299 N 516 0 0012 730.12 010799 N 515 0 067 0014 478.79 E.W. @ F.A.(+) 061198 Y 1097 0 068 0002 1,453.64 E.W. @ F.A.(+) 040500 N 1028 0 0003 262.38 032000 N 1064 0 0004 493.78 032100 N 1065 0 069 0012 7,296.06 E.W. @ F.A.(+) 071599 N 512 0 075 0016 735.12 E.W. @ F.A.(+) 012100 N 1008.0 0017 309.28 021800 N 1009.0 0018 1,185.67 031600 N 1066.0 076 0009 293.86 E.W. @ F.A.(+) 040600 N 1021 0 098 0009 1,093.80 E.W. @ F.A.(+) 030700 N 983 0 0010 635.65 030900 N 984 0 0011 389.51 031000 N 985 0 099 0001 1,741.96 E.W. @ F.A.(+) 022800 N 1068.0 0002 2,044.23 030700 N 1069.0 0003 1,481.92 030700 N 1023 0 0004 2,068.02 030800 N 1070.0 0005 99.83 030900 N 1071.0 0006 585.33 030900 N 1024 0 0007 805.28 031300 N 1072.0 0007-1 -805.28 031300 N 1072.0 DAO CORRECTING ENTRY 0007-2 416.42 031300 N 1072.0 DAO CORRECTING ENTRY 0008 1,723.24 031600 N 1073.0 0009 751.73 031700 N 987 0 0010 1,919.64 031700 N 1074.0 0011 1,293.51 040500 N 1088 0 0012 1,630.44 041000 N 1089 0 0013 1,554.32 032000 N 1075.0 98,494.91 TOTAL THIS ESTIMATE 3,142,644.32 TOTAL PREVIOUS ESTIMATE 3,241,139.23 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 06/21/00 EST. NO.35 TIME 04:36 PM R.E. NAME: HARTMAN, DARRELL 12-012624 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PCC PAVING OUT OF C -1,556.00 14 PPC OUT OF CONTRACT -476.00 23 CLASS II SPECIFICA. -744.75 34 0.00 -2,776.75 LABOR COMPLIANCE VIOLATION UNSATIS. PAYROLL -10,000.00 04 UNSATIS. PAYROLLS -10,000.00 07 MCGUIRE CONSTRUCTION -10,000.00 09 UNSATISFATORY PAYROL -10,000.00 27 RETURN DEDUCTIONS 40,000.00 28 UNSATIS. PAYROLL -5,000.00 30 UNSAT.PAYRL CAZTECA 5,000.00 34 0.00 0.00 TOTAL DEDUCTIONS 0.00 -2,776.75 PROGRAM CAS145 PAGE 1 DATE 06/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 04:36 PM ESTIMATE NO. 35 BID OPENING 06/12/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/00 R.E. NAME: HARTMAN, DARRELL DATE OF THIS ESTIMATE 06/21/00 LOCATION PROGRESS ESTIMATE 12-ORA-5-38.6/39.9 ----------------- C. C. MYERS, INC. IN ORANGE COUNTY IN ANAHEIM FROM 1822 LEWIS STREET BROADWAY TO 0.1 MI SOUTH OF ANAHEIM, CA 92805 CRESCENT AVENUE 714 938-0368 FED. AID NO. N O N E WIDEN FREEWAY, MODIFY INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 8,000.0000 8,000.00 0.900 7,200.00 002 TEMPORARY FENCE (TYPE CL-6) LF 3.0000 13,590.00 3,729.000 11,187.00 003 TEMPORARY SHORING LF 1.0000 450.00 449.000 449.00 450.000 450.00 004 18" TEMPORARY CULVERT LF 50.0000 5,500.00 129.000 6,450.00 005 60" TEMPORARY CULVERT LF 70.0000 2,450.00 0.000 0.00 006 36" TEMPORARY CORRUGATED STEEL EA 1,000.0000 1,000.00 2.000 2,000.00 PIPE INLET 007 PREPARE STORM WATER POLLUTION PREVENTION LS 8,000.0000 8,000.00 0.800 6,400.00 PLAN 008 WATER POLLUTION CONTROL LS 125,000.0000 125,000.00 0.010 1,250.00 0.590 73,750.00 009 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.890 22,250.00 (S) 010 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.050 15,000.00 0.900 270,000.00 (S) 011 TYPE III BARRICADE EA 70.0000 3,220.00 31.000 2,170.00 012 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 1.0000 5,800.00 1,106.000 1,106.00 5,958.000 5,958.00 013 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.4000 69,580.00 1,782.000 2,494.80 014 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 12.0000 180.00 0.000 0.00 015 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 42,900.00 3,615.000 1,084.50 190,195.000 57,058.50 016 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 24,150.00 681.000 23,835.00 017 TEMPORARY PAVEMENT MARKER EA 2.2000 19,294.00 12,156.000 26,743.20 018 PORTABLE CHANGEABLE MESSAGE SIGN EA 14,000.0000 56,000.00 4.000 56,000.00 019 TEMPORARY RAILING (TYPE K) LF 8.5000 601,800.00 42,180.000 358,530.00 (S) 020 TEMPORARY CRASH CUSHION MODULE EA 250.0000 10,000.00 58.000 14,500.00 021 TEMPORARY TRAFFIC SCREEN LF 1.5000 64,200.00 840.000 1,260.00 022 ABANDON CULVERT EA 600.0000 1,200.00 1.000 600.00 PROGRAM CAS145 PAGE 2 DATE 06/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 04:36 PM ESTIMATE NO. 35 BID OPENING 06/12/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/00 R.E. NAME: HARTMAN, DARRELL DATE OF THIS ESTIMATE 06/21/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 ABANDON MANHOLE EA 350.0000 1,750.00 5.000 1,750.00 024 ABANDON SEWER LINE EA 2,000.0000 20,000.00 10.000 20,000.00 025 REMOVE MASONRY BLOCK FENCE LF 10.0000 6,800.00 717.000 7,170.00 026 REMOVE CHAIN LINK FENCE LF 3.0000 46,800.00 12,772.000 38,316.00 027 REMOVE METAL BEAM GUARD RAILING LF 4.0000 27,040.00 5,799.000 23,196.00 028 REMOVE DOUBLE METAL BEAM BARRIER LF 5.0000 34,550.00 5,513.000 27,565.00 029 REMOVE CABLE RAILING LF 5.0000 4,250.00 0.000 0.00 030 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 6,550.00 89,416.000 44,708.00 031 REMOVE PAVEMENT MARKING SQFT 2.5000 1,250.00 1,558.000 3,895.00 032 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,000.00 3,252.000 3,252.00 033 REMOVE ROADSIDE SIGN EA 80.0000 12,800.00 0.000 0.00 034 REMOVE SIGN STRUCTURE EA 1,500.0000 13,500.00 7.000 10,500.00 035 REMOVE PUMP PLANT LS 10,000.0000 10,000.00 0.500 5,000.00 1.000 10,000.00 036 REMOVE CULVERT EA 2,000.0000 130,000.00 13.500 27,000.00 41.000 82,000.00 037 REMOVE INLET EA 500.0000 26,500.00 13.000 6,500.00 43.000 21,500.00 038 REMOVE HEADWALL EA 400.0000 5,200.00 5.000 2,000.00 039 REMOVE REINFORCED CONCRETE BOX CULVERT CY 75.0000 47,250.00 7.100 532.50 201.070 15,080.25 040 REMOVE MANHOLE EA 1,000.0000 7,000.00 7.000 7,000.00 041 REMOVE RETAINING WALL SQYD 11.0000 27,500.00 2,678.000 29,458.00 042 REMOVE SEWER PIPE LF 15.0000 4,200.00 280.000 4,200.00 043 REMOVE BASE AND SURFACING CY 6.0000 21,720.00 3,620.000 21,720.00 044 RELOCATE ROADSIDE SIGN EA 175.0000 1,050.00 0.000 0.00 045 ADJUST FRAME AND COVER TO GRADE EA 325.0000 3,250.00 11.000 3,575.00 046 MODIFY INLET EA 800.0000 19,200.00 2.000 1,600.00 20.000 16,000.00 047 MODIFY MANHOLE EA 1,500.0000 3,000.00 2.000 3,000.00 048 MODIFY SEWER MANHOLE TYPE I EA 1,500.0000 1,500.00 1.000 1,500.00 049 MODIFY SEWER MANHOLE TYPE II EA 1,500.0000 3,000.00 1.000 1,500.00 PROGRAM CAS145 PAGE 3 DATE 06/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 04:36 PM ESTIMATE NO. 35 BID OPENING 06/12/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/00 R.E. NAME: HARTMAN, DARRELL DATE OF THIS ESTIMATE 06/21/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 7,100.00 2,135.000 4,270.00 (S) 051 REMOVE CONCRETE CY 15.0000 13,500.00 873.680 13,105.20 052 REMOVE CONCRETE (CURB AND GUTTER) LF 1.5000 25,800.00 15,396.000 23,094.00 053 REMOVE REINFORCED CONCRETE SQYD 7.0000 47,600.00 7,523.600 52,665.20 (CHANNEL) 054 BRIDGE REMOVAL, LOCATION A LS 60,000.0000 60,000.00 1.000 60,000.00 055 BRIDGE REMOVAL, LOCATION B LS 70,000.0000 70,000.00 1.000 70,000.00 056 BRIDGE REMOVAL, LOCATION C LS 35,000.0000 35,000.00 1.000 35,000.00 057 BRIDGE REMOVAL, LOCATION D LS 20,000.0000 20,000.00 1.000 20,000.00 058 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 0.010 1,000.00 1.000 100,000.00 059 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 0.000 0.00 060 ROADWAY EXCAVATION CY 4.0000 2992,000.00 5,451.400 21,805.60 727,869.400 2,911,477.60 061 STRUCTURE EXCAVATION CY 10.0000 107,180.00 10,718.000 107,180.00 (F) (PUMPING PLANT) 062 STRUCTURE EXCAVATION (BRIDGE) CY 12.0000 162,600.00 13,550.000 162,600.00 (F) 063 STRUCTURE EXCAVATION (RETAINING WALL) CY 10.0000 133,530.00 1,480.000 14,800.00 13,668.000 136,680.00 (F) 064 STRUCTURE BACKFILL CY 10.0000 43,100.00 4,310.000 43,100.00 (F) (PUMPING PLANT) 065 STRUCTURE BACKFILL (BRIDGE) CY 15.0000 163,695.00 156.000 2,340.00 10,913.000 163,695.00 (F) 066 STRUCTURE BACKFILL (RETAINING WALL) CY 14.0000 199,934.00 180.000 2,520.00 13,107.000 183,498.00 (F) 067 PERVIOUS BACKFILL MATERIAL (RETAINING CY 40.0000 25,600.00 573.000 22,920.00 WALL) 068 SAND BACKFILL CY 60.0000 61,800.00 877.000 52,620.00 069 EARTH RETAINING STRUCTURE SQFT 30.0000 532,200.00 17,740.000 532,200.00 (F) 070 HIGHWAY PLANTING LS 10,000.0000 10,000.00 0.000 0.00 (S) 071 ROCK BLANKET SQYD 45.0000 206,550.00 0.000 0.00 072 EROSION CONTROL (TYPE D) ACRE 1,500.0000 22,500.00 3.000 4,500.00 (S) 073 TRANSPLANT PALM TREE EA 800.0000 80,000.00 100.000 80,000.00 074 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.000 0.00 (S) 075 IRRIGATION SYSTEM LS 55,000.0000 55,000.00 0.100 5,500.00 (S) 076 WATER METER LS 15,000.0000 15,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 4 DATE 06/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 04:36 PM ESTIMATE NO. 35 BID OPENING 06/12/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/00 R.E. NAME: HARTMAN, DARRELL DATE OF THIS ESTIMATE 06/21/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 PLASTIC PIPE CONDUIT LF 5.0000 27,150.00 120.000 600.00 3,223.000 16,115.00 (SCHEDULE 40) 078 10" CORRUGATED STEEL PIPE CONDUIT LF 25.0000 38,750.00 60.000 1,500.00 1,018.000 25,450.00 (S) (.064" THICK) 079 CLASS 2 AGGREGATE BASE CY 15.0000 874,500.00 1,127.500 16,912.50 40,824.370 612,365.55 080 TREATED PERMEABLE BASE CY 44.0000 1078,000.00 11,298.940 497,153.36 081 ASPHALT CONCRETE TON 33.0000 1296,900.00 31,826.790 1,050,284.07 082 PLACE ASPHALT CONCRETE DIKE LF 1.5000 34,500.00 6,535.000 9,802.50 083 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 11.0000 50,600.00 0.000 0.00 AREA) 084 PLACE RUMBLE STRIP (BY INDENTATION) STA 90.0000 11,700.00 0.000 0.00 085 CONCRETE PAVEMENT CY 85.0000 4173,500.00 21,178.980 1,800,213.30 086 SEAL PAVEMENT JOINT LF 1.1500 290,950.00 87,499.500 100,624.43 087 132" CAST-IN-DRILLED-HOLE CONCRETE LF 1,000.0000 305,000.00 269.000 269,000.00 (S) PILING 088 18" CAST-IN-DRILLED-HOLE CONCRETE LF 23.0000 18,860.00 846.000 19,458.00 PILING (PILASTER) 089 FURNISH PILING (CLASS 100) LF 10.0000 73,100.00 6,762.000 67,620.00 090 DRIVE PILE (CLASS 100) EA 800.0000 158,400.00 199.000 159,200.00 (S) 091 FURNISH PILING (CLASS 70) LF 8.0000 296,912.00 36,696.500 293,572.00 092 DRIVE PILE (CLASS 70) EA 700.0000 760,200.00 1,086.000 760,200.00 (S) 093 FURNISH PILING (CLASS 45) LF 8.0000 110,664.00 13,361.590 106,892.72 094 DRIVE PILE (CLASS 45) EA 700.0000 282,800.00 392.000 274,400.00 095 16" CAST-IN-DRILLED-HOLE CONCRETE LF 25.0000 19,000.00 796.250 19,906.25 PILING (BARRIER) 096 16" CAST-IN-DRILLED-HOLE CONCRETE LF 25.0000 77,500.00 3,250.500 81,262.50 PILING (SOUND WALL) 097 PRESTRESSING CAST-IN-PLACE CONCRETE LS 600,000.0000 600,000.00 0.060 36,000.00 0.988 592,800.00 (S) 098 STRUCTURAL CONCRETE, PUMPING PLANT CY 300.0000 417,000.00 1,390.000 417,000.00 (F) 099 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 250.0000 901,750.00 3,607.000 901,750.00 (F) 100 STRUCTURAL CONCRETE, BRIDGE CY 276.0000 5837,124.00 40.000 11,040.00 21,146.000 5,836,296.00 (F) 101 STRUCTURAL CONCRETE, RETAINING WALL CY 265.0000 1234,635.00 4,242.000 1,124,130.00 (F) 102 STRUCTURAL CONCRETE, APPROACH SLAB CY 300.0000 467,400.00 1,429.000 428,700.00 (F) (TYPE N) 103 CLASS A CONCRETE (BOX CULVERT) CY 315.0000 1653,750.00 5,566.540 1,753,460.10 PROGRAM CAS145 PAGE 5 DATE 06/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 04:36 PM ESTIMATE NO. 35 BID OPENING 06/12/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/00 R.E. NAME: HARTMAN, DARRELL DATE OF THIS ESTIMATE 06/21/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 MINOR CONCRETE (MINOR STRUCTURE) CY 800.0000 769,600.00 29.220 23,376.00 830.810 664,648.00 (F) 105 MINOR CONCRETE (BACKFILL) CY 100.0000 23,500.00 242.380 24,238.00 (F) 106 SOUND WALL CAP LF 8.0000 38,960.00 211.000 1,688.00 4,025.000 32,200.00 107 PILASTER, SOUND WALL CY 500.0000 115,000.00 266.000 133,000.00 108 PILASTER, RETAINING WALL CY 500.0000 48,500.00 90.000 45,000.00 (F) 109 PILASTER, OVERCROSSING EA 1,000.0000 20,000.00 12.000 12,000.00 110 CONCRETE SURFACE TEXTURE SQFT 2.0000 82,484.00 37,239.000 74,478.00 (F) 111 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 8.0000 29,760.00 3,812.000 30,496.00 (S) 112 SOUND WALL (MASONRY BLOCK) SQFT 11.5000 757,850.00 2,528.000 29,072.00 58,895.000 677,292.50 (S) 113 JOINT SEAL ASSEMBLY (MR 3") LF 120.0000 89,880.00 185.000 22,200.00 749.000 89,880.00 (S) 114 JOINT SEAL ASSEMBLY (MR 4") LF 120.0000 8,880.00 0.000 0.00 (S) 115 JOINT SEAL ASSEMBLY (MR 5 1/2") LF 350.0000 8,750.00 0.000 0.00 (S) 116 JOINT SEAL ASSEMBLY (MR 7") LF 400.0000 18,000.00 0.000 0.00 (S) 117 BAR REINFORCING STEEL (PUMPING PLANT) LB 0.4000 127,960.00 319,900.000 127,960.00 (SF) 118 BAR REINFORCING STEEL (BRIDGE) LB 0.4000 2421,032.80 6,052,582.000 2,421,032.80 (SF) 119 BAR REINFORCING STEEL (RETAINING WALL) LB 0.4000 165,832.40 388,848.000 155,539.20 (SF) 120 BAR REINFORCING STEEL (BOX CULVERT) LB 0.3600 525,600.00 1,498,463.000 539,446.68 (S) 121 SHOTCRETE CY 300.0000 3,900.00 0.000 0.00 (S) 122 ISOLATION CASING LB 3.0000 45,450.00 15,150.000 45,450.00 (SF) 123 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 2.5000 7,600.00 1,520.000 3,800.00 (F) WITH WALKWAY) 124 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 1.5000 4,560.00 0.000 0.00 (SF)WITH WALKWAY) 125 FURNISH SIGN STRUCTURE (TUBULAR) LB 1.5000 18,660.00 0.000 0.00 (SF) 126 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.3000 3,732.00 0.000 0.00 (SF) 127 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 1.0000 24,300.00 11,750.000 11,750.00 (F) 128 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 1.0000 24,300.00 0.000 0.00 (SF) 129 FURNISH SIGN STRUCTURE (TRUSS) LB 1.2500 109,187.50 78,480.000 98,100.00 (F) 130 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 26,205.00 0.000 0.00 (SF) PROGRAM CAS145 PAGE 6 DATE 06/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 04:36 PM ESTIMATE NO. 35 BID OPENING 06/12/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/00 R.E. NAME: HARTMAN, DARRELL DATE OF THIS ESTIMATE 06/21/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 200.0000 17,400.00 61.000 12,200.00 (S) (SIGN FOUNDATION) 132 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 250.0000 37,500.00 35.000 8,750.00 (S) (SIGN FOUNDATION) 133 48" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 300.0000 5,400.00 18.000 5,400.00 (S) (SIGN FOUNDATION) 134 METAL (BARRIER MOUNTED SIGN) EA 800.0000 4,800.00 0.000 0.00 135 METAL (RAIL MOUNTED SIGN) EA 700.0000 4,200.00 0.000 0.00 136 ROADSIDE SIGN (METAL POST) EA 200.0000 13,800.00 8.000 1,600.00 137 ROADSIDE SIGN - ONE POST EA 150.0000 7,200.00 25.000 3,750.00 138 ROADSIDE SIGN - TWO POST EA 350.0000 5,600.00 3.000 1,050.00 139 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 5,300.00 0.000 0.00 METHOD) 140 PAINT CONCRETE SURFACES SQFT 1.5000 58,296.00 5,341.000 8,011.50 (F) 141 PAINT CURB (2-COAT) LF 1.0000 7,810.00 78.000 78.00 142 18" ALTERNATIVE PIPE CULVERT LF 35.0000 3,430.00 262.000 9,170.00 143 24" ALTERNATIVE PIPE CULVERT LF 30.0000 357,000.00 1,246.000 37,380.00 10,403.000 312,090.00 144 30" ALTERNATIVE PIPE CULVERT LF 45.0000 9,900.00 656.000 29,520.00 868.000 39,060.00 145 36" ALTERNATIVE PIPE CULVERT LF 50.0000 105,000.00 1,321.000 66,050.00 146 42" ALTERNATIVE PIPE CULVERT LF 55.0000 45,100.00 816.000 44,880.00 147 48" ALTERNATIVE PIPE CULVERT LF 90.0000 67,500.00 466.000 41,940.00 148 18" REINFORCED CONCRETE PIPE LF 35.0000 141,050.00 4,627.000 161,945.00 149 24" REINFORCED CONCRETE PIPE LF 40.0000 44,400.00 61.000 2,440.00 805.000 32,200.00 150 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 151 36" REINFORCED CONCRETE PIPE LF 50.0000 80,000.00 1,632.000 81,600.00 152 48" REINFORCED CONCRETE PIPE LF 80.0000 19,200.00 153.000 12,240.00 153 60" REINFORCED CONCRETE PIPE LF 150.0000 129,300.00 845.000 126,750.00 154 72" REINFORCED CONCRETE PIPE LF 225.0000 360,000.00 1,578.000 355,050.00 155 60" REINFORCED CONCRETE PIPE (CLASS V) LF 180.0000 30,600.00 164.000 29,520.00 156 JACKED 60" REINFORCED CONCRETE PIPE LF 850.0000 374,000.00 440.000 374,000.00 (CLASS II) 157 JACKED 72" REINFORCED CONCRETE PIPE LF 950.0000 133,000.00 140.000 133,000.00 (CLASS III) PROGRAM CAS145 PAGE 7 DATE 06/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 04:36 PM ESTIMATE NO. 35 BID OPENING 06/12/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/00 R.E. NAME: HARTMAN, DARRELL DATE OF THIS ESTIMATE 06/21/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 JACKED 12' X 7' REINFORCED CONCRETE LF 2,500.0000 237,500.00 95.000 237,500.00 BOX 159 18" SLOTTED CORRUGATED STEEL PIPE LF 40.0000 42,000.00 408.000 16,320.00 (.079" THICK) 160 3" PLASTIC PIPE (EDGE DRAIN) LF 5.5000 117,150.00 13,108.000 72,094.00 161 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 10.0000 10,900.00 304.800 3,048.00 162 36" AUTOMATIC DRAINAGE GATE EA 2,200.0000 4,400.00 2.000 4,400.00 163 48" AUTOMATIC DRAINAGE GATE EA 3,000.0000 6,000.00 2.000 6,000.00 164 48" REINFORCED CONCRETE SEWER PIPE LF 200.0000 334,000.00 1,670.000 334,000.00 (S) (CLASS IV, RUBBER GASKET JOINT) 165 48" STEEL SEWER CASING LF 250.0000 152,500.00 610.000 152,500.00 (S) 166 JACKED 48" STEEL SEWER CASING LF 500.0000 175,000.00 350.000 175,000.00 (S) 167 72" STEEL SEWER CASING LF 600.0000 420,000.00 700.000 420,000.00 (S) 168 JACKED 72" STEEL SEWER CASING LF 650.0000 227,500.00 350.000 227,500.00 (S) 169 33" CLAY SEWER PIPE LF 150.0000 252,000.00 1,680.000 252,000.00 (S) 170 SEWER MANHOLE FRAME AND COVER EA 300.0000 900.00 3.000 900.00 (S) 171 SEWER MANHOLE TYPE I LF 800.0000 62,400.00 78.000 62,400.00 (S) 172 SEWER MANHOLE TYPE II LF 900.0000 72,000.00 80.000 72,000.00 (S) 173 BEDDING MATERIAL CY 15.0000 24,900.00 1,852.000 27,780.00 (S) 174 GROUT (SEWER CASING) CY 90.0000 70,200.00 682.000 61,380.00 (S) 175 ROCK ENERGY DISSIPATOR CY 100.0000 500.00 0.000 0.00 176 SLOPE PAVING (CONCRETE) CY 400.0000 160,400.00 147.000 58,800.00 206.000 82,400.00 (F) 177 MINOR CONCRETE (MISCELLANEOUS CY 130.0000 305,500.00 56.060 7,287.80 1,870.580 243,175.40 CONSTRUCTION) 178 MINOR CONCRETE (STAMPED) SQYD 30.0000 38,400.00 570.350 17,110.50 179 DRAINAGE PUMPING EQUIPMENT LS 150,000.0000 150,000.00 0.870 130,500.00 (S) 180 PUMPING PLANT ELECTRICAL EQUIPMENT LS 130,000.0000 130,000.00 0.980 127,400.00 (S) 181 30" DUCTILE IRON PIPE LF 150.0000 43,500.00 293.000 43,950.00 182 FRAME AND GRATE (24-12) EA 200.0000 44,000.00 1.000 200.00 115.000 23,000.00 (S) 183 FRAME AND COVER EA 300.0000 33,000.00 1.000 300.00 75.000 22,500.00 (S) 184 MISCELLANEOUS METAL (BRIDGE) LB 5.0000 19,550.00 3,906.000 19,530.00 (SF) PROGRAM CAS145 PAGE 8 DATE 06/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 04:36 PM ESTIMATE NO. 35 BID OPENING 06/12/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/00 R.E. NAME: HARTMAN, DARRELL DATE OF THIS ESTIMATE 06/21/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 PUMPING PLANT METAL WORK LB 6.0000 102,900.00 17,150.000 102,900.00 (SF) 186 CHAIN LINK FENCE (TYPE CL-3, VINYL-CLAD) LF 12.0000 5,400.00 0.000 0.00 187 CHAIN LINK FENCE (TYPE CL-6) LF 8.0000 68,560.00 2,758.000 22,064.00 (S) 188 PICKET FENCING, OVERCROSSING LF 35.0000 103,740.00 0.000 0.00 (F) 189 4' CHAIN LINK GATE (TYPE CL-6) EA 500.0000 2,000.00 1.000 500.00 190 16' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 3,000.00 1.000 1,500.00 191 DELINEATOR (CLASS 1) EA 35.0000 5,600.00 0.000 0.00 192 MILEPOST MARKER EA 60.0000 240.00 0.000 0.00 193 OBJECT MARKER (TYPE K) EA 45.0000 405.00 0.000 0.00 194 OBJECT MARKER (TYPE L-1) EA 50.0000 100.00 0.000 0.00 195 METAL BEAM GUARD RAILING LF 17.0000 12,920.00 0.000 0.00 (S) 196 TUBULAR HANDRAILING LF 26.0000 9,100.00 0.000 0.00 197 CONCRETE BARRIER (TYPE 25A) LF 55.0000 55,000.00 60.000 3,300.00 198 CONCRETE BARRIER (TYPE 26A) LF 85.0000 29,750.00 350.000 29,750.00 (F) 199 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 80.0000 50,400.00 599.000 47,920.00 (F) 200 CONCRETE BARRIER (TYPE 26A MODIFIED) LF 90.0000 6,300.00 70.000 6,300.00 (F) 201 CONCRETE BARRIER (TYPE 27SV) LF 45.0000 11,250.00 250.000 11,250.00 (F) 202 CONCRETE BARRIER (TYPE 28M2) LF 40.0000 116,800.00 160.000 6,400.00 (F) 203 CONCRETE BARRIER (TYPE 29M) LF 75.0000 222,300.00 2,964.000 222,300.00 (F) 204 CONCRETE BARRIER (TYPE 50) LF 25.0000 5,250.00 210.000 5,250.00 205 CONCRETE BARRIER (TYPE 60) LF 18.0000 120,780.00 75.000 1,350.00 206 CONCRETE BARRIER (TYPE 60C) LF 24.0000 18,960.00 0.000 0.00 207 CONCRETE BARRIER (TYPE 60D) LF 20.0000 35,000.00 1,089.000 21,780.00 208 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 22.0000 5,280.00 0.000 0.00 209 CONCRETE BARRIER (TYPE 60E) LF 75.0000 126,000.00 0.000 0.00 210 CABLE RAILING LF 11.0000 3,795.00 0.000 0.00 211 CABLE ANCHOR ASSEMBLY EA 450.0000 3,150.00 0.000 0.00 (BREAKAWAY, TYPE B) PROGRAM CAS145 PAGE 9 DATE 06/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 04:36 PM ESTIMATE NO. 35 BID OPENING 06/12/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/00 R.E. NAME: HARTMAN, DARRELL DATE OF THIS ESTIMATE 06/21/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 ANCHOR ASSEMBLY (BREAKAWAY, TYPE M) EA 500.0000 5,500.00 0.000 0.00 (S) 213 TERMINAL SECTION (TYPE B) EA 100.0000 400.00 0.000 0.00 214 CRASH CUSHION, FRANGIBLE CARTRIDGE EA 26,000.0000 26,000.00 0.000 0.00 (S) (G.R.E.A.T.) TYPE I 215 CRASH CUSHION, FRANGIBLE CARTRIDGE EA 12,500.0000 12,500.00 0.000 0.00 (S) (G.R.E.A.T.) TYPE II 216 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 58,000.00 0.000 0.00 (S) 217 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 11,200.00 0.000 0.00 (S) 218 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 4,590.00 0.000 0.00 (S) (BROKEN 12-3) 219 THERMOPLASTIC PAVEMENT MARKING SQFT 3.2000 25,184.00 0.000 0.00 (S) 220 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 705.00 0.000 0.00 (S) (BROKEN 6-1) 221 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 295.00 0.000 0.00 (S) (BROKEN 17-7) 222 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 1,560.00 0.000 0.00 (S) (BROKEN 36-12) 223 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3000 5,790.00 917.000 275.10 (S) 224 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 7,728.00 0.000 0.00 (S) 225 PAVEMENT MARKER (REFLECTIVE) EA 3.5000 20,335.00 0.000 0.00 (S) 226 SIGNAL AND LIGHTING LS 20,000.0000 20,000.00 1.000 20,000.00 (S) (LOCATION 1 STAGE CONSTRUCTION) 227 SIGNAL AND LIGHTING LS 20,000.0000 20,000.00 0.750 15,000.00 (S) (CITY LOCATION 1 STAGE CONSTRUCTION) 228 SIGNAL AND LIGHTING LS 50,000.0000 50,000.00 1.000 50,000.00 (S) (CITY LOCATION 2 STAGE CONSTRUCTION) 229 SIGNAL AND LIGHTING LS 65,000.0000 65,000.00 1.000 65,000.00 (S) (LOCATION 3 STAGE CONSTRUCTION) 230 SIGNAL AND LIGHTING LS 5,000.0000 5,000.00 1.000 5,000.00 (S) (CITY LOCATION 3 STAGE CONSTRUCTION) 231 SIGNAL AND LIGHTING LS 30,000.0000 30,000.00 1.000 30,000.00 (S) (CITY LOCATION 4 STAGE CONSTRUCTION) 232 SIGNAL AND LIGHTING LS 75,000.0000 75,000.00 0.900 67,500.00 (S) (LOCATION 4 STAGE CONSTRUCTION) 233 SIGNAL AND LIGHTING LS 30,000.0000 30,000.00 1.000 30,000.00 (S) (CITY LOCATION 5 STAGE CONSTRUCTION) 234 MODIFY SIGNAL AND LIGHTING LS 25,000.0000 25,000.00 0.950 23,750.00 (S) (CITY LOCATION 6) 235 SIGNAL AND LIGHTING (LOCATION 1) LS 75,000.0000 75,000.00 0.800 60,000.00 (S) 236 SIGNAL AND LIGHTING (LOCATION 2) LS 60,000.0000 60,000.00 0.100 6,000.00 0.650 39,000.00 (S) 237 MODIFY SIGNAL AND LIGHTING LS 70,000.0000 70,000.00 0.900 63,000.00 (S) (CITY LOCATION 2) 238 SIGNAL AND LIGHTING (LOCATION 3) LS 5,000.0000 5,000.00 1.000 5,000.00 (S) PROGRAM CAS145 PAGE 10 DATE 06/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 04:36 PM ESTIMATE NO. 35 BID OPENING 06/12/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/00 R.E. NAME: HARTMAN, DARRELL DATE OF THIS ESTIMATE 06/21/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 SIGNAL AND LIGHTING (LOCATION 4) LS 75,000.0000 75,000.00 0.810 60,750.00 (S) 240 SIGNAL AND LIGHTING LS 4,000.0000 4,000.00 1.000 4,000.00 (S) (CITY LOCATION 4) 241 SIGNAL AND LIGHTING LS 50,000.0000 50,000.00 0.950 47,500.00 (S) (CITY LOCATION 5) 242 LIGHTING (STAGE CONSTRUCTION) LS 55,000.0000 55,000.00 0.800 44,000.00 (S) 243 LIGHTING (CITY STREET) LS 85,000.0000 85,000.00 0.900 76,500.00 (S) 244 LIGHTING AND SIGN ILLUMINATION LS 225,000.0000 225,000.00 0.020 4,500.00 0.850 191,250.00 (S) 245 CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 0.400 6,000.00 (S) 246 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 2,200.0000 8,800.00 0.000 0.00 (S) 247 LIGHTING (BRIDGE) LS 20,000.0000 20,000.00 0.920 18,400.00 (S) 248 FIBER OPTIC COMMUNICATION SYSTEM LS 175,000.0000 175,000.00 0.200 35,000.00 0.680 119,000.00 (S) (FUTURE) 249 ELECTRICAL SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 0.250 2,500.00 (S) 250 ELECTRICAL SERVICE (PUMP HOUSE) LS 10,000.0000 10,000.00 1.000 10,000.00 (S) 251 RAMP METERING SYSTEM (TEMPORARY) LS 20,000.0000 20,000.00 0.000 0.00 (S) 252 RAMP METERING SYSTEM (LOCATION 1) LS 30,000.0000 30,000.00 0.040 1,200.00 0.600 18,000.00 (S) 253 RAMP METERING SYSTEM (LOCATION 2) LS 35,000.0000 35,000.00 0.050 1,750.00 0.600 21,000.00 (S) 254 RAMP METERING SYSTEM (LOCATION 3) LS 40,000.0000 40,000.00 0.780 31,200.00 (S) 255 RAMP METERING SYSTEM (LOCATION 4) LS 55,000.0000 55,000.00 0.760 41,800.00 (S) 256 42" REINFORCED CONCRETE PIPE LF 65.0000 36,400.00 458.000 29,770.00 PROGRAM CAS145 PAGE 11 DATE 06/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 04:36 PM ESTIMATE NO. 35 BID OPENING 06/12/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/00 R.E. NAME: HARTMAN, DARRELL DATE OF THIS ESTIMATE 06/21/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 428,753.90 34,908,275.21 ADJUSTMENT OF COMPENSATION 12,748.25 2,267,173.48 EXTRA WORK 85,746.66 973,965.75 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 527,248.81 38,149,414.44 257 MOBILIZATION LS 4630,000.0000 4630,000.00 1.000 4,630,000.00 ORIGINAL CONTRACT AMOUNT 46,307,744.70 TOTAL WORK COMPLETED 527,248.81 42,779,414.44 MATERIALS ON HAND ON SITE 229,683.12 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -2,776.75 TOTAL 527,248.81 43,006,320.81 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 07/17/97 1325 08/04/97 08/01/97 10/14/00 1055 0 21 0 85% 86% PROGRESS IS SATISFACTORY HARTMAN, DARRELL RESIDENT ENGINEER PROGRAM CAS145 DATE 06/21/00