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 01/22/99 EST. NO.18 TIME 03:17 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 0029-5 -925.07 E.W. @ F.A.(+) 050498 N 000000 DAO CORRECTING ENTRY 0029-6 881.02 050498 N 000000 DAO CORRECTING ENTRY 0030-5 -628.53 060398 N 000000 DAO CORRECTING ENTRY 0030-6 598.60 060398 N 000000 DAO CORRECTING ENTRY 002 0004-1 -1,129.85 E.W. @ F.A.(+) 120197 N 509 0 DAO CORRECTING ENTRY 0004-2 1,186.34 120197 N 509 0 DAO CORRECTING ENTRY 0010-1 -1,955.78 111297 N 000000 DAO CORRECTING ENTRY 0010-2 2,053.57 111297 N 000000 DAO CORRECTING ENTRY 0035 2,147.41 092398 N 541 0 0036 1,509.33 100798 N 544 0 0037 648.64 100898 N 545 0 0038 215.37 100998 N 546 0 0039 2,263.83 101998 N 547 0 010 0007 901.34 E.W. @ F.A.(+) 110398 N 505 0 016 0001-1 -299.10 E.W. @ F.A.(+) 091397 N 1 0 DAO CORRECTING ENTRY 0001-2 301.31 091397 N 1 0 DAO CORRECTING ENTRY 0002-1 -299.10 091497 N 2 0 DAO CORRECTING ENTRY 0002-2 301.31 091497 N 2 0 DAO CORRECTING ENTRY 0006-1 -555.56 050698 N 4 0 DAO CORRECTING ENTRY 0006-2 498.16 050698 N 4 0 DAO CORRECTING ENTRY 0007-1 -277.77 050598 N 3 0 DAO CORRECTING ENTRY 0007-2 249.07 050598 N 3 0 DAO CORRECTING ENTRY 032 0006 828.00 E.W. @ F.A.(+) 123197 N 2 0 047 0002-3 -1,571.48 E.W. @ F.A.(+) 060598 N 000000 DAO CORRECTING ENTRY 0002-4 1,650.05 060598 N 000000 DAO CORRECTING ENTRY 8,591.11 TOTAL THIS ESTIMATE 333,607.85 TOTAL PREVIOUS ESTIMATE 342,198.96 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 01/22/99 EST. NO.18 TIME 03:17 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 0.00 -1,556.00 LABOR COMPLIANCE VIOLATION UNSATIS. PAYROLL -10,000.00 04 UNSATIS. PAYROLLS -10,000.00 07 MCGUIRE CONSTRUCTION -10,000.00 09 0.00 -30,000.00 TOTAL DEDUCTIONS 0.00 -31,556.00 PROGRAM CAS145 PAGE 1 DATE 01/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 03:17 PM ESTIMATE NO. 18 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 12/18/98 R.E. NAME: HARTMAN, DARRELL DATE OF THIS ESTIMATE 01/22/99 LOCATION PROGRESS ESTIMATE 12-ORA-5-38.6/39.9 ----------------- CC MEYERS, INC IN ORANGE COUNTY IN ANAHEIM FROM 1822 S. LEWIS ST BROADWAY TO 0.1 MI SOUTH OF ANAHEIM, CA 92805 CRESCENT AVENUE 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 0.050 400.00 0.250 2,000.00 002 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 0.000 0.00 004 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 0.400 50,000.00 009 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.880 22,000.00 (S) 010 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.400 120,000.00 (S) 011 TYPE III BARRICADE EA 70.0000 3,220.00 3.000 210.00 20.000 1,400.00 012 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 1.0000 5,800.00 63.000 63.00 1,083.000 1,083.00 013 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.4000 69,580.00 1,582.000 2,214.80 014 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 12.0000 180.00 0.000 0.00 015 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 42,900.00 3,995.000 1,198.50 64,162.000 19,248.60 016 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 24,150.00 20.000 700.00 393.000 13,755.00 017 TEMPORARY PAVEMENT MARKER EA 2.2000 19,294.00 119.000 261.80 4,111.000 9,044.20 018 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 3,740.000 31,790.00 20,570.000 174,845.00 (S) 020 TEMPORARY CRASH CUSHION MODULE EA 250.0000 10,000.00 42.000 10,500.00 021 TEMPORARY TRAFFIC SCREEN LF 1.5000 64,200.00 0.000 0.00 022 ABANDON CULVERT EA 600.0000 1,200.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 01/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 03:17 PM ESTIMATE NO. 18 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 12/18/98 R.E. NAME: HARTMAN, DARRELL DATE OF THIS ESTIMATE 01/22/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 8,750.000 26,250.00 027 REMOVE METAL BEAM GUARD RAILING LF 4.0000 27,040.00 1,470.000 5,880.00 028 REMOVE DOUBLE METAL BEAM BARRIER LF 5.0000 34,550.00 500.000 2,500.00 1,855.000 9,275.00 029 REMOVE CABLE RAILING LF 5.0000 4,250.00 0.000 0.00 030 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 6,550.00 3,692.000 1,846.00 33,159.000 16,579.50 031 REMOVE PAVEMENT MARKING SQFT 2.5000 1,250.00 72.000 180.00 1,082.000 2,705.00 032 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 1.000 1,500.00 5.000 7,500.00 035 REMOVE PUMP PLANT LS 10,000.0000 10,000.00 0.000 0.00 036 REMOVE CULVERT EA 2,000.0000 130,000.00 1.000 2,000.00 037 REMOVE INLET EA 500.0000 26,500.00 3.000 1,500.00 6.000 3,000.00 038 REMOVE HEADWALL EA 400.0000 5,200.00 0.000 0.00 039 REMOVE REINFORCED CONCRETE BOX CULVERT CY 75.0000 47,250.00 86.000 6,450.00 040 REMOVE MANHOLE EA 1,000.0000 7,000.00 3.000 3,000.00 041 REMOVE RETAINING WALL SQYD 11.0000 27,500.00 195.000 2,145.00 2,545.000 27,995.00 042 REMOVE SEWER PIPE LF 15.0000 4,200.00 280.000 4,200.00 043 REMOVE BASE AND SURFACING CY 6.0000 21,720.00 390.400 2,342.40 044 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 5.000 1,625.00 7.000 2,275.00 046 MODIFY INLET EA 800.0000 19,200.00 0.000 0.00 047 MODIFY MANHOLE EA 1,500.0000 3,000.00 0.000 0.00 048 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 01/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 03:17 PM ESTIMATE NO. 18 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 12/18/98 R.E. NAME: HARTMAN, DARRELL DATE OF THIS ESTIMATE 01/22/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,135.000 4,270.00 (S) 051 REMOVE CONCRETE CY 15.0000 13,500.00 520.200 7,803.00 052 REMOVE CONCRETE (CURB AND GUTTER) LF 1.5000 25,800.00 400.000 600.00 5,428.000 8,142.00 053 REMOVE REINFORCED CONCRETE SQYD 7.0000 47,600.00 3,004.600 21,032.20 (CHANNEL) 054 BRIDGE REMOVAL, LOCATION A LS 60,000.0000 60,000.00 0.000 0.00 055 BRIDGE REMOVAL, LOCATION B LS 70,000.0000 70,000.00 0.000 0.00 056 BRIDGE REMOVAL, LOCATION C LS 35,000.0000 35,000.00 0.000 0.00 057 BRIDGE REMOVAL, LOCATION D LS 20,000.0000 20,000.00 0.000 0.00 058 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 0.980 98,000.00 059 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 0.000 0.00 060 ROADWAY EXCAVATION CY 4.0000 2992,000.00 27,846.000 111,384.00 467,815.000 1,871,260.00 061 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 1,150.000 13,800.00 6,347.000 76,164.00 (F) 063 STRUCTURE EXCAVATION (RETAINING WALL) CY 10.0000 133,530.00 10,454.000 104,540.00 (F) 064 STRUCTURE BACKFILL CY 10.0000 43,100.00 2,500.000 25,000.00 3,700.000 37,000.00 (F) (PUMPING PLANT) 065 STRUCTURE BACKFILL (BRIDGE) CY 15.0000 163,695.00 500.000 7,500.00 3,751.000 56,265.00 (F) 066 STRUCTURE BACKFILL (RETAINING WALL) CY 14.0000 199,934.00 8,907.000 124,698.00 (F) 067 PERVIOUS BACKFILL MATERIAL (RETAINING CY 40.0000 25,600.00 261.000 10,440.00 WALL) 068 SAND BACKFILL CY 60.0000 61,800.00 870.000 52,200.00 069 EARTH RETAINING STRUCTURE SQFT 30.0000 532,200.00 820.000 24,600.00 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 0.000 0.00 (S) 073 TRANSPLANT PALM TREE EA 800.0000 80,000.00 95.000 76,000.00 074 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 0.080 4,400.00 (S) 076 WATER METER LS 15,000.0000 15,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 4 DATE 01/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 03:17 PM ESTIMATE NO. 18 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 12/18/98 R.E. NAME: HARTMAN, DARRELL DATE OF THIS ESTIMATE 01/22/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (SCHEDULE 40) 078 10" CORRUGATED STEEL PIPE CONDUIT LF 25.0000 38,750.00 0.000 0.00 (S) (.064" THICK) 079 CLASS 2 AGGREGATE BASE CY 15.0000 874,500.00 2,418.000 36,270.00 12,155.000 182,325.00 080 TREATED PERMEABLE BASE CY 44.0000 1078,000.00 1,544.000 67,936.00 081 ASPHALT CONCRETE TON 33.0000 1296,900.00 5,911.730 195,087.09 10,262.950 338,677.35 082 PLACE ASPHALT CONCRETE DIKE LF 1.5000 34,500.00 640.000 960.00 083 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 2,966.000 252,110.00 086 SEAL PAVEMENT JOINT LF 1.1500 290,950.00 14,517.000 16,694.55 087 132" CAST-IN-DRILLED-HOLE CONCRETE LF 1,000.0000 305,000.00 0.000 0.00 (S) PILING 088 18" CAST-IN-DRILLED-HOLE CONCRETE LF 23.0000 18,860.00 390.000 8,970.00 PILING (PILASTER) 089 FURNISH PILING (CLASS 100) LF 10.0000 73,100.00 1,954.000 19,540.00 5,086.000 50,860.00 090 DRIVE PILE (CLASS 100) EA 800.0000 158,400.00 53.000 42,400.00 138.000 110,400.00 (S) 091 FURNISH PILING (CLASS 70) LF 8.0000 296,912.00 2,459.000 19,672.00 18,053.000 144,424.00 092 DRIVE PILE (CLASS 70) EA 700.0000 760,200.00 86.000 60,200.00 534.000 373,800.00 (S) 093 FURNISH PILING (CLASS 45) LF 8.0000 110,664.00 175.500 1,404.00 3,077.500 24,620.00 094 DRIVE PILE (CLASS 45) EA 700.0000 282,800.00 6.000 4,200.00 89.000 62,300.00 095 16" CAST-IN-DRILLED-HOLE CONCRETE LF 25.0000 19,000.00 0.000 0.00 PILING (BARRIER) 096 16" CAST-IN-DRILLED-HOLE CONCRETE LF 25.0000 77,500.00 1,225.750 30,643.75 PILING (SOUND WALL) 097 PRESTRESSING CAST-IN-PLACE CONCRETE LS 600,000.0000 600,000.00 0.110 66,000.00 (S) 098 STRUCTURAL CONCRETE, PUMPING PLANT CY 300.0000 417,000.00 106.000 31,800.00 1,196.500 358,950.00 (F) 099 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 250.0000 901,750.00 466.000 116,500.00 1,662.000 415,500.00 (F) 100 STRUCTURAL CONCRETE, BRIDGE CY 276.0000 5837,124.00 152.000 41,952.00 4,488.000 1,238,688.00 (F) 101 STRUCTURAL CONCRETE, RETAINING WALL CY 265.0000 1234,635.00 2,866.500 759,622.50 (F) 102 STRUCTURAL CONCRETE, APPROACH SLAB CY 300.0000 467,400.00 160.000 48,000.00 (F) (TYPE N) 103 CLASS A CONCRETE (BOX CULVERT) CY 315.0000 1653,750.00 11.000 3,465.00 5,004.000 1,576,260.00 PROGRAM CAS145 PAGE 5 DATE 01/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 03:17 PM ESTIMATE NO. 18 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 12/18/98 R.E. NAME: HARTMAN, DARRELL DATE OF THIS ESTIMATE 01/22/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 38.010 30,408.00 338.540 270,832.00 (F) 105 MINOR CONCRETE (BACKFILL) CY 100.0000 23,500.00 126.400 12,640.00 (F) 106 SOUND WALL CAP LF 8.0000 38,960.00 588.000 4,704.00 2,252.000 18,016.00 107 PILASTER, SOUND WALL CY 500.0000 115,000.00 20.000 10,000.00 179.200 89,600.00 108 PILASTER, RETAINING WALL CY 500.0000 48,500.00 70.000 35,000.00 (F) 109 PILASTER, OVERCROSSING EA 1,000.0000 20,000.00 2.000 2,000.00 110 CONCRETE SURFACE TEXTURE SQFT 2.0000 82,484.00 28,156.000 56,312.00 (F) 111 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 8.0000 29,760.00 0.000 0.00 (S) 112 SOUND WALL (MASONRY BLOCK) SQFT 11.5000 757,850.00 9,408.000 108,192.00 35,088.000 403,512.00 (S) 113 JOINT SEAL ASSEMBLY (MR 3") LF 120.0000 89,880.00 0.000 0.00 (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 34,949.000 13,979.60 319,900.000 127,960.00 (SF) 118 BAR REINFORCING STEEL (BRIDGE) LB 0.4000 2421,032.80 101,400.000 40,560.00 1,451,441.000 580,576.40 (SF) 119 BAR REINFORCING STEEL (RETAINING WALL) LB 0.4000 165,832.40 259,022.000 103,608.80 (SF) 120 BAR REINFORCING STEEL (BOX CULVERT) LB 0.3600 525,600.00 1,400,053.000 504,019.08 (S) 121 SHOTCRETE CY 300.0000 3,900.00 0.000 0.00 (S) 122 ISOLATION CASING LB 3.0000 45,450.00 0.000 0.00 (SF) 123 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 2.5000 7,600.00 0.000 0.00 (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 0.000 0.00 (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 0.000 0.00 (F) 130 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 26,205.00 0.000 0.00 (SF) PROGRAM CAS145 PAGE 6 DATE 01/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 03:17 PM ESTIMATE NO. 18 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 12/18/98 R.E. NAME: HARTMAN, DARRELL DATE OF THIS ESTIMATE 01/22/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (S) (SIGN FOUNDATION) 132 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 250.0000 37,500.00 0.000 0.00 (S) (SIGN FOUNDATION) 133 48" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 300.0000 5,400.00 0.000 0.00 (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 0.000 0.00 137 ROADSIDE SIGN - ONE POST EA 150.0000 7,200.00 6.000 900.00 138 ROADSIDE SIGN - TWO POST EA 350.0000 5,600.00 0.000 0.00 139 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 0.000 0.00 142 18" ALTERNATIVE PIPE CULVERT LF 35.0000 3,430.00 214.000 7,490.00 143 24" ALTERNATIVE PIPE CULVERT LF 30.0000 357,000.00 428.000 12,840.00 3,926.000 117,780.00 144 30" ALTERNATIVE PIPE CULVERT LF 45.0000 9,900.00 160.000 7,200.00 145 36" ALTERNATIVE PIPE CULVERT LF 50.0000 105,000.00 520.000 26,000.00 1,281.000 64,050.00 146 42" ALTERNATIVE PIPE CULVERT LF 55.0000 45,100.00 469.000 25,795.00 147 48" ALTERNATIVE PIPE CULVERT LF 90.0000 67,500.00 0.000 0.00 148 18" REINFORCED CONCRETE PIPE LF 35.0000 141,050.00 2,186.000 76,510.00 149 24" REINFORCED CONCRETE PIPE LF 40.0000 44,400.00 206.000 8,240.00 150 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 151 36" REINFORCED CONCRETE PIPE LF 50.0000 80,000.00 379.000 18,950.00 152 48" REINFORCED CONCRETE PIPE LF 80.0000 19,200.00 47.000 3,760.00 153 60" REINFORCED CONCRETE PIPE LF 150.0000 129,300.00 209.000 31,350.00 154 72" REINFORCED CONCRETE PIPE LF 225.0000 360,000.00 1,324.000 297,900.00 155 60" REINFORCED CONCRETE PIPE (CLASS V) LF 180.0000 30,600.00 0.000 0.00 156 JACKED 60" REINFORCED CONCRETE PIPE LF 850.0000 374,000.00 160.000 136,000.00 (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 01/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 03:17 PM ESTIMATE NO. 18 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 12/18/98 R.E. NAME: HARTMAN, DARRELL DATE OF THIS ESTIMATE 01/22/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (.079" THICK) 160 3" PLASTIC PIPE (EDGE DRAIN) LF 5.5000 117,150.00 955.000 5,252.50 161 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 10.0000 10,900.00 0.000 0.00 162 36" AUTOMATIC DRAINAGE GATE EA 2,200.0000 4,400.00 1.000 2,200.00 1.000 2,200.00 163 48" AUTOMATIC DRAINAGE GATE EA 3,000.0000 6,000.00 0.000 0.00 164 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 0.000 0.00 (F) 177 MINOR CONCRETE (MISCELLANEOUS CY 130.0000 305,500.00 57.500 7,475.00 399.500 51,935.00 CONSTRUCTION) 178 MINOR CONCRETE (STAMPED) SQYD 30.0000 38,400.00 0.000 0.00 179 DRAINAGE PUMPING EQUIPMENT LS 150,000.0000 150,000.00 0.000 0.00 (S) 180 PUMPING PLANT ELECTRICAL EQUIPMENT LS 130,000.0000 130,000.00 0.100 13,000.00 (S) 181 30" DUCTILE IRON PIPE LF 150.0000 43,500.00 0.000 0.00 182 FRAME AND GRATE (24-12) EA 200.0000 44,000.00 20.000 4,000.00 (S) 183 FRAME AND COVER EA 300.0000 33,000.00 25.000 7,500.00 (S) 184 MISCELLANEOUS METAL (BRIDGE) LB 5.0000 19,550.00 350.000 1,750.00 350.000 1,750.00 (SF) PROGRAM CAS145 PAGE 8 DATE 01/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 03:17 PM ESTIMATE NO. 18 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 12/18/98 R.E. NAME: HARTMAN, DARRELL DATE OF THIS ESTIMATE 01/22/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 11,000.000 66,000.00 13,000.000 78,000.00 (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 2,733.000 21,864.00 (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 0.000 0.00 190 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 0.000 0.00 198 CONCRETE BARRIER (TYPE 26A) LF 85.0000 29,750.00 0.000 0.00 (F) 199 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 80.0000 50,400.00 559.000 44,720.00 599.000 47,920.00 (F) 200 CONCRETE BARRIER (TYPE 26A MODIFIED) LF 90.0000 6,300.00 0.000 0.00 (F) 201 CONCRETE BARRIER (TYPE 27SV) LF 45.0000 11,250.00 0.000 0.00 (F) 202 CONCRETE BARRIER (TYPE 28M2) LF 40.0000 116,800.00 0.000 0.00 (F) 203 CONCRETE BARRIER (TYPE 29M) LF 75.0000 222,300.00 424.000 31,800.00 484.000 36,300.00 (F) 204 CONCRETE BARRIER (TYPE 50) LF 25.0000 5,250.00 210.000 5,250.00 210.000 5,250.00 205 CONCRETE BARRIER (TYPE 60) LF 18.0000 120,780.00 0.000 0.00 206 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 0.000 0.00 208 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 01/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 03:17 PM ESTIMATE NO. 18 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 12/18/98 R.E. NAME: HARTMAN, DARRELL DATE OF THIS ESTIMATE 01/22/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (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 0.000 0.00 (S) (LOCATION 1 STAGE CONSTRUCTION) 227 SIGNAL AND LIGHTING LS 20,000.0000 20,000.00 0.000 0.00 (S) (CITY LOCATION 1 STAGE CONSTRUCTION) 228 SIGNAL AND LIGHTING LS 50,000.0000 50,000.00 0.400 20,000.00 (S) (CITY LOCATION 2 STAGE CONSTRUCTION) 229 SIGNAL AND LIGHTING LS 65,000.0000 65,000.00 0.050 3,250.00 0.250 16,250.00 (S) (LOCATION 3 STAGE CONSTRUCTION) 230 SIGNAL AND LIGHTING LS 5,000.0000 5,000.00 0.000 0.00 (S) (CITY LOCATION 3 STAGE CONSTRUCTION) 231 SIGNAL AND LIGHTING LS 30,000.0000 30,000.00 0.140 4,200.00 (S) (CITY LOCATION 4 STAGE CONSTRUCTION) 232 SIGNAL AND LIGHTING LS 75,000.0000 75,000.00 0.100 7,500.00 0.250 18,750.00 (S) (LOCATION 4 STAGE CONSTRUCTION) 233 SIGNAL AND LIGHTING LS 30,000.0000 30,000.00 0.000 0.00 (S) (CITY LOCATION 5 STAGE CONSTRUCTION) 234 MODIFY SIGNAL AND LIGHTING LS 25,000.0000 25,000.00 0.000 0.00 (S) (CITY LOCATION 6) 235 SIGNAL AND LIGHTING (LOCATION 1) LS 75,000.0000 75,000.00 0.150 11,250.00 0.150 11,250.00 (S) 236 SIGNAL AND LIGHTING (LOCATION 2) LS 60,000.0000 60,000.00 0.000 0.00 (S) 237 MODIFY SIGNAL AND LIGHTING LS 70,000.0000 70,000.00 0.150 10,500.00 0.300 21,000.00 (S) (CITY LOCATION 2) 238 SIGNAL AND LIGHTING (LOCATION 3) LS 5,000.0000 5,000.00 0.250 1,250.00 0.250 1,250.00 (S) PROGRAM CAS145 PAGE 10 DATE 01/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 03:17 PM ESTIMATE NO. 18 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 12/18/98 R.E. NAME: HARTMAN, DARRELL DATE OF THIS ESTIMATE 01/22/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.700 52,500.00 (S) 240 SIGNAL AND LIGHTING LS 4,000.0000 4,000.00 0.100 400.00 0.100 400.00 (S) (CITY LOCATION 4) 241 SIGNAL AND LIGHTING LS 50,000.0000 50,000.00 0.000 0.00 (S) (CITY LOCATION 5) 242 LIGHTING (STAGE CONSTRUCTION) LS 55,000.0000 55,000.00 0.100 5,500.00 (S) 243 LIGHTING (CITY STREET) LS 85,000.0000 85,000.00 0.055 4,675.00 0.150 12,750.00 (S) 244 LIGHTING AND SIGN ILLUMINATION LS 225,000.0000 225,000.00 0.010 2,250.00 0.060 13,500.00 (S) 245 CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 0.020 300.00 (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 0.050 1,000.00 0.150 3,000.00 (S) 248 FIBER OPTIC COMMUNICATION SYSTEM LS 175,000.0000 175,000.00 0.100 17,500.00 (S) (FUTURE) 249 ELECTRICAL SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 0.050 500.00 (S) 250 ELECTRICAL SERVICE (PUMP HOUSE) LS 10,000.0000 10,000.00 0.100 1,000.00 (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 0.020 600.00 0.020 600.00 (S) 253 RAMP METERING SYSTEM (LOCATION 2) LS 35,000.0000 35,000.00 0.040 1,400.00 0.040 1,400.00 (S) 254 RAMP METERING SYSTEM (LOCATION 3) LS 40,000.0000 40,000.00 0.000 0.00 (S) 255 RAMP METERING SYSTEM (LOCATION 4) LS 55,000.0000 55,000.00 0.020 1,100.00 0.100 5,500.00 (S) 256 42" REINFORCED CONCRETE PIPE LF 65.0000 36,400.00 0.000 0.00 PROGRAM CAS145 PAGE 11 DATE 01/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 03:17 PM ESTIMATE NO. 18 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 12/18/98 R.E. NAME: HARTMAN, DARRELL DATE OF THIS ESTIMATE 01/22/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,256,616.99 15,629,681.13 ADJUSTMENT OF COMPENSATION 0.00 204,339.84 EXTRA WORK 8,591.11 137,859.12 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,265,208.10 15,971,880.09 257 MOBILIZATION LS 4630,000.0000 4630,000.00 0.950 4,398,500.00 ORIGINAL CONTRACT AMOUNT 46,307,744.70 TOTAL WORK COMPLETED 1,265,208.10 20,370,380.09 MATERIALS ON HAND ON SITE 618,611.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -31,556.00 TOTAL 1,265,208.10 20,957,435.09 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 03/17/01 536 0 0 0 43% 45% PROGRESS IS SATISFACTORY HARTMAN, DARRELL RESIDENT ENGINEER PROGRAM CAS145 DATE 01/22/99