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 10/22/99 EST. NO.27 TIME 09:33 AM 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 0129 677.79 E.W. @ F.A.(+) 040599 N 86 0 0130 355.49 050399 N 565 0 0131 2,519.14 051999 N 79 0 0132 277.44 060999 N 85 0 002 0048 1,534.03 E.W. @ F.A.(+) 052499 N 564 0 0049 217.12 052699 N 568 0 0050 2,055.08 052699 N 566 0 0051 2,667.22 061099 N 571 0 0052 3,682.81 062199 N 575 0 0053 2,517.77 062299 N 580 0 0054 1,131.02 062499 N 577 0 0055 1,904.57 062499 N 578 0 0057 428.60 062999 N 581 0 004 0034 247.63 E.W. @ F.A.(+) 062299 N 37 0 080 0006 260,523.00 A.C. @ L.S.(+) 101699 N 0 280,738.71 TOTAL THIS ESTIMATE 2,193,779.79 TOTAL PREVIOUS ESTIMATE 2,474,518.50 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 10/22/99 EST. NO.27 TIME 09:33 AM 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 0.00 -2,032.00 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 -10,000.00 -40,000.00 TOTAL DEDUCTIONS -10,000.00 -42,032.00 PROGRAM CAS145 PAGE 1 DATE 10/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 09:33 AM ESTIMATE NO. 27 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 10/20/99 R.E. NAME: HARTMAN, DARRELL DATE OF THIS ESTIMATE 10/22/99 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 0.020 160.00 0.690 5,520.00 002 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 0.010 1,250.00 0.510 63,750.00 009 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 0.700 210,000.00 (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 3,880.000 3,880.00 013 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 22,627.000 6,788.10 162,879.000 48,863.70 016 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 24,150.00 70.000 2,450.00 588.000 20,580.00 017 TEMPORARY PAVEMENT MARKER EA 2.2000 19,294.00 2,849.000 6,267.80 11,720.000 25,784.00 018 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 7,250.000 61,625.00 41,060.000 349,010.00 (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 10/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 09:33 AM ESTIMATE NO. 27 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 10/20/99 R.E. NAME: HARTMAN, DARRELL DATE OF THIS ESTIMATE 10/22/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,550.000 4,650.00 12,772.000 38,316.00 027 REMOVE METAL BEAM GUARD RAILING LF 4.0000 27,040.00 1,475.000 5,900.00 5,724.000 22,896.00 028 REMOVE DOUBLE METAL BEAM BARRIER LF 5.0000 34,550.00 1,825.000 9,125.00 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 5,180.000 2,590.00 76,067.000 38,033.50 031 REMOVE PAVEMENT MARKING SQFT 2.5000 1,250.00 1,385.000 3,462.50 032 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 2.000 3,000.00 7.000 10,500.00 035 REMOVE PUMP PLANT LS 10,000.0000 10,000.00 0.000 0.00 036 REMOVE CULVERT EA 2,000.0000 130,000.00 8.000 16,000.00 037 REMOVE INLET EA 500.0000 26,500.00 11.000 5,500.00 038 REMOVE HEADWALL EA 400.0000 5,200.00 1.000 400.00 039 REMOVE REINFORCED CONCRETE BOX CULVERT CY 75.0000 47,250.00 91.700 6,877.50 040 REMOVE MANHOLE EA 1,000.0000 7,000.00 5.000 5,000.00 041 REMOVE RETAINING WALL SQYD 11.0000 27,500.00 133.000 1,463.00 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 2,541.000 15,246.00 044 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 8.000 2,600.00 046 MODIFY INLET EA 800.0000 19,200.00 7.000 5,600.00 11.000 8,800.00 047 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 10/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 09:33 AM ESTIMATE NO. 27 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 10/20/99 R.E. NAME: HARTMAN, DARRELL DATE OF THIS ESTIMATE 10/22/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 (S) 051 REMOVE CONCRETE CY 15.0000 13,500.00 762.700 11,440.50 052 REMOVE CONCRETE (CURB AND GUTTER) LF 1.5000 25,800.00 460.000 690.00 12,783.000 19,174.50 053 REMOVE REINFORCED CONCRETE SQYD 7.0000 47,600.00 4,162.000 29,134.00 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 0.000 0.00 056 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 0.990 99,000.00 059 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 0.000 0.00 060 ROADWAY EXCAVATION CY 4.0000 2992,000.00 26,448.000 105,792.00 687,303.000 2,749,212.00 061 STRUCTURE EXCAVATION CY 10.0000 107,180.00 10,718.000 107,180.00 (F) (PUMPING PLANT) 062 STRUCTURE EXCAVATION (BRIDGE) CY 12.0000 162,600.00 190.000 2,280.00 13,179.000 158,148.00 (F) 063 STRUCTURE EXCAVATION (RETAINING WALL) CY 10.0000 133,530.00 11,228.000 112,280.00 (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 163,695.00 605.000 9,075.00 9,007.000 135,105.00 (F) 066 STRUCTURE BACKFILL (RETAINING WALL) CY 14.0000 199,934.00 9,609.000 134,526.00 (F) 067 PERVIOUS BACKFILL MATERIAL (RETAINING CY 40.0000 25,600.00 411.000 16,440.00 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 0.000 0.00 (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 0.080 4,400.00 (S) 076 WATER METER LS 15,000.0000 15,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 4 DATE 10/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 09:33 AM ESTIMATE NO. 27 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 10/20/99 R.E. NAME: HARTMAN, DARRELL DATE OF THIS ESTIMATE 10/22/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 27,150.00 608.000 3,040.00 (SCHEDULE 40) 078 10" CORRUGATED STEEL PIPE CONDUIT LF 25.0000 38,750.00 536.000 13,400.00 (S) (.064" THICK) 079 CLASS 2 AGGREGATE BASE CY 15.0000 874,500.00 2,372.000 35,580.00 25,944.000 389,160.00 080 TREATED PERMEABLE BASE CY 44.0000 1078,000.00 7,813.040 343,773.76 081 ASPHALT CONCRETE TON 33.0000 1296,900.00 3,924.710 129,515.43 26,984.720 890,495.76 082 PLACE ASPHALT CONCRETE DIKE LF 1.5000 34,500.00 2,208.000 3,312.00 3,568.000 5,352.00 083 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 14,484.610 1,231,191.85 086 SEAL PAVEMENT JOINT LF 1.1500 290,950.00 28,009.000 32,210.35 49,962.500 57,456.88 087 132" 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 18,860.00 846.000 19,458.00 PILING (PILASTER) 089 FURNISH PILING (CLASS 100) LF 10.0000 73,100.00 5,086.000 50,860.00 090 DRIVE PILE (CLASS 100) EA 800.0000 158,400.00 138.000 110,400.00 (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 11,288.590 90,308.72 094 DRIVE PILE (CLASS 45) EA 700.0000 282,800.00 310.000 217,000.00 095 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 0.100 60,000.00 0.608 364,800.00 (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 40.500 10,125.00 3,417.500 854,375.00 (F) 100 STRUCTURAL CONCRETE, BRIDGE CY 276.0000 5837,124.00 88.000 24,288.00 12,736.500 3,515,274.00 (F) 101 STRUCTURAL CONCRETE, RETAINING WALL CY 265.0000 1234,635.00 28.500 7,552.50 3,672.000 973,080.00 (F) 102 STRUCTURAL CONCRETE, APPROACH SLAB CY 300.0000 467,400.00 93.000 27,900.00 328.000 98,400.00 (F) (TYPE N) 103 CLASS A CONCRETE (BOX CULVERT) CY 315.0000 1653,750.00 5,555.540 1,749,995.10 PROGRAM CAS145 PAGE 5 DATE 10/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 09:33 AM ESTIMATE NO. 27 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 10/20/99 R.E. NAME: HARTMAN, DARRELL DATE OF THIS ESTIMATE 10/22/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 44.310 35,448.00 611.390 489,112.00 (F) 105 MINOR CONCRETE (BACKFILL) CY 100.0000 23,500.00 237.780 23,778.00 (F) 106 SOUND WALL CAP LF 8.0000 38,960.00 3,814.000 30,512.00 107 PILASTER, SOUND WALL CY 500.0000 115,000.00 242.700 121,350.00 108 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 3.000 3,000.00 7.500 7,500.00 110 CONCRETE SURFACE TEXTURE SQFT 2.0000 82,484.00 33,569.000 67,138.00 (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 56,367.000 648,220.50 (S) 113 JOINT SEAL ASSEMBLY (MR 3") LF 120.0000 89,880.00 145.000 17,400.00 (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 3,488,153.000 1,395,261.20 (SF) 119 BAR REINFORCING STEEL (RETAINING WALL) LB 0.4000 165,832.40 340,226.000 136,090.40 (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 12,000.000 36,000.00 (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 10/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 09:33 AM ESTIMATE NO. 27 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 10/20/99 R.E. NAME: HARTMAN, DARRELL DATE OF THIS ESTIMATE 10/22/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 5.000 1,000.00 137 ROADSIDE SIGN - ONE POST EA 150.0000 7,200.00 18.000 2,700.00 138 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 0.000 0.00 142 18" ALTERNATIVE PIPE CULVERT LF 35.0000 3,430.00 262.000 9,170.00 143 24" ALTERNATIVE PIPE CULVERT LF 30.0000 357,000.00 388.000 11,640.00 6,080.000 182,400.00 144 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 1,281.000 64,050.00 146 42" ALTERNATIVE PIPE CULVERT LF 55.0000 45,100.00 564.000 31,020.00 147 48" ALTERNATIVE PIPE CULVERT LF 90.0000 67,500.00 100.000 9,000.00 281.000 25,290.00 148 18" REINFORCED CONCRETE PIPE LF 35.0000 141,050.00 4,226.000 147,910.00 149 24" REINFORCED CONCRETE PIPE LF 40.0000 44,400.00 744.000 29,760.00 150 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 151 36" REINFORCED CONCRETE PIPE LF 50.0000 80,000.00 104.000 5,200.00 1,632.000 81,600.00 152 48" REINFORCED CONCRETE PIPE LF 80.0000 19,200.00 117.000 9,360.00 153 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 1,338.000 301,050.00 155 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 10/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 09:33 AM ESTIMATE NO. 27 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 10/20/99 R.E. NAME: HARTMAN, DARRELL DATE OF THIS ESTIMATE 10/22/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 42,000.00 308.000 12,320.00 308.000 12,320.00 (.079" THICK) 160 3" PLASTIC PIPE (EDGE DRAIN) LF 5.5000 117,150.00 7,741.000 42,575.50 161 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 10.0000 10,900.00 70.000 700.00 162 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 0.000 0.00 (F) 177 MINOR CONCRETE (MISCELLANEOUS CY 130.0000 305,500.00 15.420 2,004.60 1,053.670 136,977.10 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 0.870 130,500.00 (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 28.000 5,600.00 75.000 15,000.00 (S) 183 FRAME AND COVER EA 300.0000 33,000.00 4.000 1,200.00 43.000 12,900.00 (S) 184 MISCELLANEOUS METAL (BRIDGE) LB 5.0000 19,550.00 1,270.000 6,350.00 (SF) PROGRAM CAS145 PAGE 8 DATE 10/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 09:33 AM ESTIMATE NO. 27 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 10/20/99 R.E. NAME: HARTMAN, DARRELL DATE OF THIS ESTIMATE 10/22/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 20.000 1,100.00 198 CONCRETE BARRIER (TYPE 26A) LF 85.0000 29,750.00 175.000 14,875.00 (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 0.000 0.00 (F) 203 CONCRETE BARRIER (TYPE 29M) LF 75.0000 222,300.00 338.500 25,387.50 1,452.500 108,937.50 (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 10/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 09:33 AM ESTIMATE NO. 27 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 10/20/99 R.E. NAME: HARTMAN, DARRELL DATE OF THIS ESTIMATE 10/22/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 0.980 49,000.00 (S) (CITY LOCATION 2 STAGE CONSTRUCTION) 229 SIGNAL AND LIGHTING LS 65,000.0000 65,000.00 0.600 39,000.00 (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 0.500 37,500.00 (S) (LOCATION 4 STAGE CONSTRUCTION) 233 SIGNAL AND LIGHTING LS 30,000.0000 30,000.00 0.900 27,000.00 (S) (CITY LOCATION 5 STAGE CONSTRUCTION) 234 MODIFY SIGNAL AND LIGHTING LS 25,000.0000 25,000.00 0.250 6,250.00 0.300 7,500.00 (S) (CITY LOCATION 6) 235 SIGNAL AND LIGHTING (LOCATION 1) LS 75,000.0000 75,000.00 0.050 3,750.00 0.700 52,500.00 (S) 236 SIGNAL AND LIGHTING (LOCATION 2) LS 60,000.0000 60,000.00 0.300 18,000.00 (S) 237 MODIFY SIGNAL AND LIGHTING LS 70,000.0000 70,000.00 0.800 56,000.00 (S) (CITY LOCATION 2) 238 SIGNAL AND LIGHTING (LOCATION 3) LS 5,000.0000 5,000.00 0.900 4,500.00 (S) PROGRAM CAS145 PAGE 10 DATE 10/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 09:33 AM ESTIMATE NO. 27 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 10/20/99 R.E. NAME: HARTMAN, DARRELL DATE OF THIS ESTIMATE 10/22/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.800 60,000.00 (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 0.200 10,000.00 0.650 32,500.00 (S) (CITY LOCATION 5) 242 LIGHTING (STAGE CONSTRUCTION) LS 55,000.0000 55,000.00 0.700 38,500.00 (S) 243 LIGHTING (CITY STREET) LS 85,000.0000 85,000.00 0.050 4,250.00 0.650 55,250.00 (S) 244 LIGHTING AND SIGN ILLUMINATION LS 225,000.0000 225,000.00 0.050 11,250.00 0.700 157,500.00 (S) 245 CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 0.200 3,000.00 (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 0.050 1,000.00 0.750 15,000.00 (S) 248 FIBER OPTIC COMMUNICATION SYSTEM LS 175,000.0000 175,000.00 0.400 70,000.00 (S) (FUTURE) 249 ELECTRICAL SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 0.050 500.00 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 0.150 4,500.00 0.250 7,500.00 (S) 253 RAMP METERING SYSTEM (LOCATION 2) LS 35,000.0000 35,000.00 0.400 14,000.00 (S) 254 RAMP METERING SYSTEM (LOCATION 3) LS 40,000.0000 40,000.00 0.050 2,000.00 0.450 18,000.00 (S) 255 RAMP METERING SYSTEM (LOCATION 4) LS 55,000.0000 55,000.00 0.750 41,250.00 (S) 256 42" REINFORCED CONCRETE PIPE LF 65.0000 36,400.00 458.000 29,770.00 PROGRAM CAS145 PAGE 11 DATE 10/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 09:33 AM ESTIMATE NO. 27 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 10/20/99 R.E. NAME: HARTMAN, DARRELL DATE OF THIS ESTIMATE 10/22/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 757,623.28 27,339,604.40 ADJUSTMENT OF COMPENSATION 260,523.00 1,964,843.61 EXTRA WORK 20,215.71 509,674.89 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,038,361.99 29,814,122.90 257 MOBILIZATION LS 4630,000.0000 4630,000.00 1.000 4,630,000.00 ORIGINAL CONTRACT AMOUNT 46,307,744.70 TOTAL WORK COMPLETED 1,038,361.99 34,444,122.90 MATERIALS ON HAND ON SITE 380,269.25 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -42,032.00 TOTAL 1,028,361.99 34,782,360.15 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 04/07/01 811 0 21 0 69% 66% PROGRESS IS SATISFACTORY HARTMAN, DARRELL RESIDENT ENGINEER PROGRAM CAS145 DATE 10/22/99