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 02/23/00 EST. NO.08 TIME 03:15 PM R.E. NAME: MORGAN, BILL 11-0019U4 --------------------------------------------------------------------------- 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 0053 97.65 E.W. @ F.A.(+) 121599 N 54 0 0054 34.26 011800 N 216 0 0055 58.94 010700 N 69 0 0056 192.01 011100 N 72 0 0057 283.56 011200 N 73 0 0058 61.37 011300 N 75 0 0059 20.34 100899 N 78 0 0060 110.85 100799 N 81 0 0061 81.37 100799 N 79 0 0062 216.82 123099 N 132 0 0063 164.33 010800 N 70 0 0064 253.03 011000 N 71 0 0065 61.61 090899 N 185 0 0066 300.72 120899 N 144 0 0067 81.37 012500 N 146 0 0068 152.57 012000 N 220 0 0069 132.23 121799 N 159 0 0070 373.46 121899 N 160 0 002 0018 214.27 E.W. @ F.A.(+) 100799 N 80 0 0019 194.26 012100 N 221 0 004 0046-1 -420.52 E.W. @ F.A.(+) 120199 N 142 0 DAO CORRECTING ENTRY 0046-2 419.87 120199 N 142 0 DAO CORRECTING ENTRY 0052 117.00 091699 N 189 0 008 0013 408.68 E.W. @ F.A.(+) 083199 N 8 0 014 0014 1,292.30 E.W. @ F.A.(+) 091499 N 183 0 015 0010 161.00 E.W. @ F.A.(+) 102199 N 129 0 0011 39.84 101299 N 127 0 0012 44.27 111999 N 128 0 0013 236.77 012700 N 149 0 017 0008 105.24 E.W. @ F.A.(+) 012500 N 150 0 026 0001 114.50 E.W. @ F.A.(+) 120499 N 88 0 0003 114.50 120799 N 91 0 0004 114.50 120899 N 92 0 0005 114.50 121099 N 93 0 0006 114.50 121399 N 96 0 0007 114.50 121499 N 97 0 0008 114.50 121299 N 95 0 0009 114.50 121699 N 98 0 0010 114.50 121899 N 100 0 0011 114.50 121999 N 101 0 0012 114.50 122299 N 103 0 0013 114.50 122599 N 104 0 0014 114.50 122699 N 105 0 0015 114.50 122799 N 106 0 0016 114.50 122099 N 121 0 0017 114.50 121799 N 122 0 0018 114.50 113099 N 87 0 0019 231.68 010400 N 136 0 0020 231.68 011100 N 138 0 0021 231.68 011800 N 139 0 0022 224.51 112999 N 141 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 02/23/00 EST. NO.08 TIME 03:15 PM R.E. NAME: MORGAN, BILL 11-0019U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0023 97.15 012000 N 153 0 0024 114.50 011900 N 154 0 0025 114.50 011600 N 125 0 0026 114.50 011500 N 124 0 0027 114.50 011400 N 123 0 0028 279.91 120899 N 214 0 0029 231.68 122899 N 135 0 0030 114.50 011300 N 120 0 0031 114.50 011200 N 119 0 0032 114.50 011000 N 118 0 0033 114.50 010900 N 117 0 0034 114.50 010800 N 116 0 0035 114.50 010700 N 115 0 0036 114.50 010600 N 114 0 0037 114.50 010500 N 113 0 0038 114.50 010300 N 112 0 0039 114.50 010200 N 111 0 0040 114.50 010100 N 110 0 0041 114.50 123199 N 109 0 0042 114.50 123099 N 108 0 0043 114.50 122999 N 107 0 028 0002 114.50 E.W. @ F.A.(+) 120599 N 89 0 038 0007 3,131.70 E.W. @ F.A.(+) 102999 N 26 0 042 0006 1,020.85 E.W. @ F.A.(+) 120799 N 142 0 046 0001 425.77 E.W. @ F.A.(+) 121099 N 84 0 0002 1,589.06 120199 N 143 0 049 0006 400.62 E.W. @ F.A.(+) 010400 N 77 0 0007 861.42 010300 N 65 0 18,569.18 TOTAL THIS ESTIMATE 239,679.56 TOTAL PREVIOUS ESTIMATE 258,248.74 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 02/23/00 EST. NO.08 TIME 03:15 PM R.E. NAME: MORGAN, BILL 11-0019U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT-OF-SPEC CONCRETE -352.30 04 OUT-OF-SPEC CONCRETE -259.55 04 OUT-OF-SPEC CONCRETE -1,800.00 06 OUT-OF-SPEC CONCRETE -1,340.06 07 0.00 -3,751.91 LABOR COMPLIANCE VIOLATION O/S PRS SEPT -10,000.00 04 O/S PRS OCT -10,000.00 05 PRTL PRS RECD SEPT 9,000.00 05 PRS RECD SEPT 1,000.00 07 PRS RECD OCT 10,000.00 07 O/S PRS JAN -10,000.00 08 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -13,751.91 PROGRAM CAS145 PAGE 1 DATE 02/23/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 03:15 PM ESTIMATE NO. 08 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/00 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 02/23/00 LOCATION PROGRESS ESTIMATE 11-SD-125-13.7/L14.0 ----------------- FCI CONSTRUCTORS IN SAN DIEGO COUNTY IN AND NR LEMON 12707 HIGH BLUFF DR, STE 135 GROVE AND LA MESA ON RTE 125 FROM SAN DIEGO,CA 92130 TROY ST TO 0.3 KM E OF PANORAMA DR UC AND ON RTE 94 FROM 0.2 KM W OF GROVE ST OC TO 0.2 E CAMPO RD UC FED. AID NO. ACNH-X073(43)E CONSTRUCT FREEWAY AND 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 15,000.0000 15,000.00 0.500 7,500.00 0.500 7,500.00 002 TEMPORARY FENCE (TYPE CL-1.8) M 16.0000 5,440.00 123.500 1,976.00 (S) 003 4.9 TEMPORARY GATE (TYPE CL-1.8) EA 500.0000 2,500.00 0.000 0.00 (S) 004 PREPARE STORM WATER POLLUTION PREVENTION LS 500.0000 500.00 0.750 375.00 PLAN 005 WATER POLLUTION CONTROL LS 285,000.0000 285,000.00 0.134 38,190.00 0.451 128,535.00 006 CONSTRUCTION AREA SIGNS LS 36,300.0000 36,300.00 0.010 363.00 0.573 20,799.90 007 TRAFFIC CONTROL SYSTEM LS 160,000.0000 160,000.00 0.024 3,840.00 0.258 41,280.00 008 TYPE III BARRICADE EA 100.0000 8,900.00 16.000 1,600.00 009 TEMPORARY PAVEMENT MARKING (PAINT) M2 20.0000 480.00 11.700 234.00 (S) 010 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6000 14,400.00 12,771.200 7,662.72 (S) 011 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 300.00 10.000 300.00 (LEFT IN PLACE) 012 TRAFFIC PLASTIC DRUM EA 60.0000 13,200.00 10.000 600.00 73.000 4,380.00 013 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,000.0000 15,000.00 3.000 3,000.00 014 PORTABLE CHANGEABLE MESSAGE SIGN EA 20,000.0000 100,000.00 3.000 60,000.00 015 TEMPORARY RAILING (TYPE K) M 20.0000 224,000.00 5,450.700 109,014.00 016 TEMPORARY CRASH CUSHION MODULE EA 250.0000 40,000.00 94.000 23,500.00 017 ABANDON CULVERT EA 21,000.0000 21,000.00 0.000 0.00 018 ABANDON MANHOLE EA 650.0000 28,600.00 18.000 11,700.00 019 ABANDON PIPELINE EA 300.0000 27,900.00 35.000 10,500.00 020 REMOVE CHAIN LINK FENCE M 18.0000 52,920.00 186.000 3,348.00 1,771.400 31,885.20 021 REMOVE BARRICADE EA 10.0000 410.00 0.000 0.00 022 REMOVE METAL BEAM GUARD RAILING M 16.0000 21,120.00 541.500 8,664.00 PROGRAM CAS145 PAGE 2 DATE 02/23/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 03:15 PM ESTIMATE NO. 08 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/00 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 02/23/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE TRAFFIC STRIPE M 2.0000 23,000.00 2,160.500 4,321.00 024 REMOVE CHANNELIZERS EA 20.0000 2,200.00 0.000 0.00 025 REMOVE ROADSIDE SIGN EA 21.0000 2,310.00 19.000 399.00 026 REMOVE SIGN STRUCTURE EA 3,000.0000 30,000.00 3.000 9,000.00 027 REMOVE CURB M 13.0000 4,680.00 0.000 0.00 028 REMOVE RETAINING WALL LS 6,000.0000 6,000.00 0.100 600.00 029 REMOVE SHED LS 3,000.0000 3,000.00 0.000 0.00 030 REMOVE CONCRETE PAVEMENT M3 35.0000 8,050.00 0.000 0.00 031 REMOVE BASE AND SURFACING M3 7.0000 51,800.00 91.100 637.70 133.500 934.50 032 RECONSTRUCT FENCE (PORTION) LS 6,000.0000 6,000.00 0.000 0.00 033 RECONSTRUCT SIGN STRUCTURE EA 3,000.0000 3,000.00 0.000 0.00 034 RELOCATE HYDRANT EA 300.0000 2,100.00 1.000 300.00 (S) 035 SALVAGE FIRE HYDRANT ASSEMBLY EA 90.0000 450.00 2.000 180.00 (S) 036 RELOCATE ROADSIDE SIGN EA 280.0000 3,080.00 0.000 0.00 037 ADJUST MANHOLE TO GRADE EA 400.0000 400.00 0.000 0.00 038 REMODEL MANHOLE EA 800.0000 4,000.00 1.000 800.00 (S) 039 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 49,400.00 0.000 0.00 (S) (45 MM MAXIMUM) 040 REMOVE CONCRETE BARRIER M 7.0000 2,380.00 0.000 0.00 041 REMOVE CONCRETE BARRIER (TYPE K) M 15.0000 2,100.00 0.000 0.00 042 REMOVE CONCRETE BARRIER (TYPE 50) M 40.0000 23,200.00 436.000 17,440.00 043 PLUG CULVERT EA 250.0000 1,000.00 0.000 0.00 044 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 0.700 35,000.00 045 DEVELOP WATER SUPPLY LS 30,000.0000 30,000.00 0.660 19,800.00 046 ROADWAY EXCAVATION M3 8.0000 3032,000.00 951.400 7,611.20 1,449.400 11,595.20 047 STRUCTURE EXCAVATION (BRIDGE) M3 25.0000 341,875.00 506.700 12,667.50 5,849.800 146,245.00 (F) 048 STRUCTURE EXCAVATION (RETAINING WALL) M3 25.0000 227,050.00 1,155.000 28,875.00 3,046.300 76,157.50 (F) 049 STRUCTURE BACKFILL (BRIDGE) M3 55.0000 487,300.00 24.600 1,353.00 1,125.600 61,908.00 (F) PROGRAM CAS145 PAGE 3 DATE 02/23/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 03:15 PM ESTIMATE NO. 08 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/00 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 02/23/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE BACKFILL (RETAINING WALL) M3 55.0000 512,160.00 0.000 0.00 (F) 051 SAND BACKFILL M3 75.0000 4,500.00 0.000 0.00 052 DITCH EXCAVATION M3 40.0000 39,600.00 0.000 0.00 053 EARTH RETAINING STRUCTURE M2 450.0000 875,250.00 0.000 0.00 (SF) 054 IMPORTED BORROW M3 0.0100 1,690.00 1,244.000 12.44 20,044.000 200.44 055 HIGHWAY PLANTING LS 750,000.0000 750,000.00 0.000 0.00 (S) 056 IMPORTED TOPSOIL M3 80.0000 3,120.00 0.000 0.00 057 TOPSOIL M3 20.0000 40,200.00 0.000 0.00 058 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 059 PLANT ESTABLISHMENT WORK LS 100,000.0000 100,000.00 0.000 0.00 (S) 060 IRRIGATION SYSTEM LS 715,000.0000 715,000.00 0.000 0.00 (S) 061 WATER METER EA 1,800.0000 10,800.00 0.000 0.00 (S) 062 250 MM CORRUGATED HIGH DENSITY M 160.0000 88,000.00 0.000 0.00 (S) POLYETHYLENE PIPE CONDUIT 063 FINISHING ROADWAY LS 20,000.0000 20,000.00 0.000 0.00 064 CLASS 2 AGGREGATE BASE M3 25.0000 1245,000.00 46.400 1,160.00 065 ASPHALT TREATED PERMEABLE BASE M3 40.0000 86,000.00 0.000 0.00 066 SLURRY SEAL TONN 1,000.0000 1,000.00 0.000 0.00 067 ASPHALT CONCRETE TONN 41.0000 1558,000.00 80.230 3,289.43 068 ASPHALT CONCRETE BASE (TYPE A) TONN 53.0000 70,490.00 0.000 0.00 069 PLACE ASPHALT CONCRETE DIKE M 6.0000 34,500.00 0.000 0.00 070 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 16.0000 33,600.00 307.300 4,916.80 AREA) 071 ASPHALTIC EMULSION TONN 350.0000 3,150.00 0.000 0.00 (FOG SEAL COAT AND PAINT BINDER) 072 CONCRETE PAVEMENT M3 140.0000 819,000.00 0.000 0.00 073 SEAL PAVEMENT JOINT M 6.0000 29,820.00 0.000 0.00 074 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 100.0000 181,100.00 32.350 3,235.00 1,027.150 102,715.00 (S) PILING 075 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 90.0000 232,110.00 1,763.375 158,703.75 (S) PILING 076 2.80 M CAST-IN-DRILLED-HOLE CONCRETE M 2,360.0000 77,880.00 32.900 77,644.00 (S) PILING PROGRAM CAS145 PAGE 4 DATE 02/23/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 03:15 PM ESTIMATE NO. 08 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/00 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 02/23/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 3.05 M CAST-IN-DRILLED-HOLE CONCRETE M 3,200.0000 262,400.00 48.000 153,600.00 (S) PILING 078 3.40 M CAST-IN-DRILLED-HOLE CONCRETE M 3,300.0000 2055,900.00 604.600 1,995,180.00 (S) PILING 079 PRESTRESSING CAST-IN-PLACE CONCRETE LS 2100,000.0000 2100,000.00 0.010 21,000.00 0.021 44,100.00 (S) 080 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 1135,800.00 290.780 87,234.00 1,479.880 443,964.00 (F) 081 STRUCTURAL CONCRETE, BRIDGE M3 399.0000 16881,690.00 1,095.930 437,276.07 4,161.030 1,660,250.97 (F) 082 PRECAST ELEMENT RETAINING WALL M2 500.0000 952,500.00 0.000 0.00 (F) 083 STRUCTURAL CONCRETE, APPROACH SLAB M3 465.0000 233,430.00 0.000 0.00 (F) (TYPE N) 084 CLASS 1 CONCRETE (RETAINING WALL) M3 360.0000 1008,720.00 76.000 27,360.00 605.180 217,864.80 (F) 085 MINOR CONCRETE (CONCRETE STEPS) M3 2,500.0000 2,500.00 0.000 0.00 (F) 086 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 395,000.00 10.160 10,160.00 71.690 71,690.00 (F) 087 MINOR CONCRETE (BACKFILL) M3 100.0000 3,700.00 5.790 579.00 088 ARCHITECTURAL TREATMENT M2 75.0000 204,150.00 0.000 0.00 (F) 089 PORTLAND CEMENT PLASTER M2 19.0000 34,713.00 0.000 0.00 (SF) 090 APPLY ANTI-GRAFFITI PROTECTIVE COATING M2 10.0000 106,070.00 0.000 0.00 (F) 091 FRACTURED RIB TEXTURE M2 100.0000 34,000.00 0.000 0.00 (F) 092 DRY STACK TEXTURE M2 100.0000 1,500.00 0.000 0.00 (F) 093 DRILL AND BOND DOWEL M 18.0000 846.00 0.000 0.00 094 RETAINING WALL (MASONRY WALL) M2 160.0000 6,560.00 0.000 0.00 (F) 095 CORE GROUTED MASONRY (125 MM) M 50.0000 700.00 0.000 0.00 (S) 096 SOUND WALL (MASONRY BLOCK) M2 180.0000 898,380.00 0.000 0.00 (SF) 097 SOUND WALL (TRANSPARENT PANEL) M2 300.0000 119,100.00 0.000 0.00 (SF) 098 PTFE BEARING EA 4,000.0000 272,000.00 0.000 0.00 (S) 099 JOINT SEAL (TYPE B - MR 50 MM) M 200.0000 8,000.00 0.000 0.00 (S) 100 JOINT SEAL ASSEMBLY (MR 80 MM) M 340.0000 13,260.00 0.000 0.00 (S) 101 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,300.0000 172,900.00 0.000 0.00 (S) 102 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,700.0000 147,900.00 0.000 0.00 (S) 103 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 2,200.0000 85,800.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 5 DATE 02/23/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 03:15 PM ESTIMATE NO. 08 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/00 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 02/23/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 JOINT SEAL ASSEMBLY (MR 321 MM - 400 MM) M 3,100.0000 58,900.00 0.000 0.00 (S) 105 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 7549,700.00 195,948.000 195,948.00 1,984,998.000 1,984,998.00 (SF) 106 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2000 229,320.00 5,826.000 6,991.20 40,819.000 48,982.80 (SF) 107 ISOLATION CASING KG 9.0000 90,720.00 9,878.000 88,902.00 (SF) 108 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 4.2500 21,845.00 0.000 0.00 (F) 109 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 0.7000 3,598.00 0.000 0.00 (SF) 110 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 435,400.00 0.000 0.00 (F) 111 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 54,425.00 0.000 0.00 (SF) 112 760 MM CAST-IN-DRILLED-HOLE M 900.0000 89,100.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 113 920 MM CAST-IN-DRILLED-HOLE M 1,000.0000 29,000.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 114 METAL (RAIL MOUNTED SIGN) KG 17.0000 17,340.00 0.000 0.00 (F) 115 ROADSIDE SIGN - ONE POST EA 225.0000 11,025.00 0.000 0.00 116 ROADSIDE SIGN - TWO POST EA 835.0000 9,185.00 0.000 0.00 117 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 85.0000 1,445.00 0.000 0.00 METHOD) 118 INSTALL SIGN OVERLAY M2 30.0000 480.00 0.600 18.00 119 INSTALL ROADSIDE SIGN EA 1,560.0000 6,240.00 0.000 0.00 (LAMINATED WOOD BOX POST) 120 450 MM ALTERNATIVE PIPE CULVERT M 160.0000 800.00 0.000 0.00 121 600 MM ALTERNATIVE PIPE CULVERT M 200.0000 584,000.00 349.000 69,800.00 122 750 MM ALTERNATIVE PIPE CULVERT M 210.0000 102,900.00 84.000 17,640.00 123 1050 MM ALTERNATIVE PIPE CULVERT M 270.0000 24,300.00 90.000 24,300.00 124 1200 MM ALTERNATIVE PIPE CULVERT M 420.0000 151,200.00 218.000 91,560.00 125 600 MM REINFORCED CONCRETE PIPE M 330.0000 217,800.00 0.000 0.00 126 750 MM REINFORCED CONCRETE PIPE M 460.0000 299,000.00 191.900 88,274.00 191.900 88,274.00 127 375 MM REINFORCED CONCRETE PIPE M 300.0000 9,300.00 0.000 0.00 CASING (CLASS III) 128 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,650.0000 87,450.00 0.000 0.00 (S) (CLASS V) 129 JACKED 1200 MM REINFORCED CONCRETE PIPE M 3,100.0000 310,000.00 0.000 0.00 (S) (CLASS V) 130 720 MM X 460 MM REINFORCED CONCRETE M 310.0000 34,100.00 0.000 0.00 ARCH PROGRAM CAS145 PAGE 6 DATE 02/23/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 03:15 PM ESTIMATE NO. 08 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/00 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 02/23/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 1200 MM BITUMINOUS COATED CORRUGATED M 400.0000 14,000.00 32.000 12,800.00 STEEL PIPE (2.77 MM THICK) 132 450 MM BITUMINOUS COATED SLOTTED M 270.0000 45,900.00 0.000 0.00 CORRUGATED STEEL PIPE (1.63 MM THICK) 133 80 MM PLASTIC PIPE (EDGE DRAIN) M 27.0000 44,550.00 0.000 0.00 134 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 60.0000 7,200.00 0.000 0.00 135 900 MM BITUMINOUS COATED CORRUGATED M 430.0000 18,920.00 0.000 0.00 STEEL PIPE INLET (2.77 MM THICK) 136 600 MM BITUMINOUS COATED CORRUGATED M 320.0000 8,000.00 0.000 0.00 STEEL PIPE RISER (2.77 MM THICK) 137 500 MM WELDED STEEL PIPE CASING M 520.0000 62,400.00 0.000 0.00 (S) (TRENCHED) 138 500 MM WELDED STEEL PIPE CASING M 2,200.0000 193,600.00 0.000 0.00 (S) (JACKED-BORED) 139 500 MM WELDED STEEL PIPE CASING M 2,100.0000 170,100.00 0.000 0.00 (S) (JACKED) 140 450 MM ALTERNATIVE FLARED END SECTION EA 300.0000 300.00 0.000 0.00 141 600 MM ALTERNATIVE FLARED END SECTION EA 400.0000 5,600.00 1.000 400.00 142 1050 MM ALTERNATIVE FLARED END SECTION EA 1,000.0000 2,000.00 0.000 0.00 143 1200 MM ALTERNATIVE FLARED END SECTION EA 1,100.0000 2,200.00 0.000 0.00 144 150 MM GATE VALVE EA 650.0000 3,900.00 1.000 650.00 (S) 145 200 MM GATE VALVE EA 800.0000 7,200.00 1.000 800.00 (S) 146 250 MM GATE VALVE EA 1,100.0000 5,500.00 0.000 0.00 (S) 147 300 MM GATE VALVE EA 1,200.0000 7,200.00 1.000 1,200.00 (S) 148 900 MM REINFORCED CONCRETE PIPE RISER M 230.0000 8,280.00 7.950 1,828.50 14.850 3,415.50 149 CONNECTIONS TO EXISTING WATER SYSTEM EA 2,000.0000 22,000.00 2.000 4,000.00 (S) 150 50 MM BLOW-OFF ASSEMBLY EA 1,200.0000 4,800.00 1.000 1,200.00 (S) 151 150 MM POLYVINYL CHLORIDE WATER MAIN M 170.0000 35,700.00 0.000 0.00 (S) 152 150 MM DUCTILE IRON PIPE M 200.0000 6,200.00 0.000 0.00 (S) (IN REINFORCED CONCRETE PIPE CASING) 153 150 MM DUCTILE IRON WATER PIPE M 510.0000 3,570.00 0.000 0.00 (S) 154 200 MM POLYVINYL CHLORIDE WATER M 100.0000 61,000.00 18.300 1,830.00 (S) MAIN 155 200 MM DUCTILE IRON WATER PIPE M 260.0000 4,160.00 0.000 0.00 (S) 156 250 MM POLYVINYL CHLORIDE WATER M 110.0000 61,600.00 0.000 0.00 (S) MAIN 157 250 MM DUCTILE IRON WATER PIPE M 250.0000 13,750.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 7 DATE 02/23/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 03:15 PM ESTIMATE NO. 08 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/00 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 02/23/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 300 MM POLYVINYL CHLORIDE WATER MAIN M 270.0000 40,500.00 87.250 23,557.50 (S) 159 300 MM DUCTILE IRON WATER PIPE M 560.0000 27,440.00 0.000 0.00 (S) 160 300 MM DUCTILE IRON WATER PIPE M 180.0000 23,400.00 0.000 0.00 (S) (IN STEEL CASING) 161 WATER LATERAL EA 1,500.0000 30,000.00 3.000 4,500.00 (S) 162 100 MM VITRIFIED CLAY PIPE M 100.0000 1,500.00 0.000 0.00 (S) EXTRA STRENGTH 163 200 MM VITRIFIED CLAY PIPE M 160.0000 83,200.00 0.000 0.00 (S) EXTRA STRENGTH 164 200 MM PVC SDR 35 M 150.0000 226,500.00 122.960 18,444.00 512.690 76,903.50 (S) 165 250 MM PVC SDR 35 M 230.0000 211,600.00 558.502 128,455.46 (S) 166 SEWER TERMINAL CLEANOUT EA 350.0000 2,100.00 0.000 0.00 (S) 167 CONCRETE SEWER MANHOLE EA 3,200.0000 169,600.00 2.000 6,400.00 19.000 60,800.00 (S) 168 SEWER LATERAL EA 730.0000 31,390.00 3.000 2,190.00 (S) 169 CONCRETE CAP OVER SEWER M3 500.0000 20,000.00 0.000 0.00 (S) 170 MINOR CONCRETE (PIPE ENCASEMENT) M3 170.0000 40,800.00 82.720 14,062.40 (S) 171 TELEVISE SEWER LS 22,000.0000 22,000.00 0.100 2,200.00 (S) 172 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 22.0000 10,120.00 0.000 0.00 173 ROCK SLOPE PROTECTION M3 28.0000 896.00 0.000 0.00 (FACING, METHOD B) 174 CONCRETE (CHANNEL LINING) M3 400.0000 236,000.00 0.000 0.00 175 ROCK SLOPE PROTECTION FABRIC M2 2.0000 1,600.00 0.000 0.00 176 MINOR CONCRETE (MISCELLANEOUS M3 270.0000 251,100.00 0.000 0.00 CONSTRUCTION) 177 MINOR CONCRETE (GUTTER) M3 375.0000 27,000.00 0.000 0.00 (F) 178 MINOR CONCRETE (COLORED) M2 35.0000 48,300.00 0.000 0.00 179 MINOR CONCRETE (TEXTURED PAVING) M2 85.0000 24,650.00 0.000 0.00 180 MISCELLANEOUS IRON AND STEEL KG 2.0000 35,814.00 288.000 576.00 (F) 181 MISCELLANEOUS METAL KG 9.0000 138,060.00 0.000 0.00 (SF)(RESTRAINER - CABLE TYPE) 182 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 182,100.00 1,591.440 9,548.64 9,935.540 59,613.24 (SF) 183 CHAIN LINK FENCE (TYPE CL-1.2, M 45.0000 5,400.00 0.000 0.00 (S) VINYL-CLAD) 184 CHAIN LINK FENCE (TYPE CL-1.8) M 38.0000 261,820.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 8 DATE 02/23/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 03:15 PM ESTIMATE NO. 08 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/00 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 02/23/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 600.0000 3,000.00 0.000 0.00 (S) 186 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 900.0000 6,300.00 0.000 0.00 (S) 187 DELINEATOR (CLASS 1) EA 40.0000 6,000.00 0.000 0.00 188 OBJECT MARKER EA 90.0000 990.00 0.000 0.00 189 METAL BEAM GUARD RAILING (WOOD POST) M 82.0000 60,680.00 0.000 0.00 (S) 190 PEDESTRIAN PROTECTIVE RAILING M 700.0000 2,100.00 0.000 0.00 (SF) 191 CONCRETE BARRIER (TYPE 25) M 110.0000 749,210.00 0.000 0.00 (F) 192 CONCRETE BARRIER (TYPE 25B) M 170.0000 487,900.00 0.000 0.00 193 CONCRETE BARRIER (TYPE 27B) M 170.0000 28,900.00 0.000 0.00 194 CONCRETE BARRIER (TYPE 50) M 145.0000 13,485.00 0.000 0.00 195 CONCRETE BARRIER (TYPE 50C) M 150.0000 45,000.00 0.000 0.00 196 CONCRETE BARRIER (TYPE 50D) M 100.0000 8,000.00 0.000 0.00 197 CONCRETE BARRIER (TYPE 50E) M 370.0000 99,900.00 0.000 0.00 198 CABLE RAILING M 25.0000 30,350.00 0.000 0.00 (SF) 199 REMOVABLE BARRIER POST EA 550.0000 1,100.00 0.000 0.00 (S) 200 CABLE ANCHOR ASSEMBLY EA 600.0000 600.00 0.000 0.00 (S) 201 CABLE ANCHOR ASSEMBLY EA 500.0000 9,000.00 0.000 0.00 (S) (BREAKAWAY, TYPE B) 202 TERMINAL SECTION (TYPE B) EA 100.0000 500.00 0.000 0.00 (S) 203 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 77,000.00 0.000 0.00 (S) 204 RETURN SECTION EA 110.0000 110.00 0.000 0.00 (S) 205 CRASH CUSHION, SAND FILLED EA 7,200.0000 7,200.00 0.000 0.00 (S) 206 CRASH CUSHION (QUADGUARD) EA 30,500.0000 152,500.00 0.000 0.00 (S) 207 THERMOPLASTIC PAVEMENT MARKING M2 38.0000 10,260.00 0.000 0.00 (S) 208 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 13,280.00 0.000 0.00 (S) 209 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6000 4,064.00 0.000 0.00 (S) (BROKEN 3.66 M - 0.92 M) 210 100 MM THERMOPLASTIC TRAFFIC STRIPE M 5.5000 363.00 0.000 0.00 (S) (BROKEN 1.83 M - 0.31 M) 211 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1500 851.00 0.000 0.00 (S) (BROKEN 5.18 M - 2.14 M) PROGRAM CAS145 PAGE 9 DATE 02/23/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 03:15 PM ESTIMATE NO. 08 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/00 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 02/23/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 PAINT TRAFFIC STRIPE (2-COAT) M 0.4000 12,920.00 0.000 0.00 (S) 213 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 13,680.00 2,292.000 2,750.40 (S) 214 PAVEMENT MARKER (REFLECTIVE) EA 3.4000 20,706.00 855.000 2,907.00 (S) 215 SIGNAL AND LIGHTING (LOCATION 1) LS 50,000.0000 50,000.00 0.000 0.00 (S) 216 SIGNAL AND LIGHTING (LOCATION 2) LS 12,000.0000 12,000.00 0.000 0.00 (S) 217 LIGHTING AND SIGN ILLUMINATION LS 525,000.0000 525,000.00 0.000 0.00 (S) 218 IRRIGATION CONTROLLER ENCLOSURE EA 4,000.0000 12,000.00 0.000 0.00 (S) CABINET (SINGLE) 219 IRRIGATION CONTROLLER ENCLOSURE EA 6,000.0000 18,000.00 0.000 0.00 (S) CABINET (DOUBLE) 220 COMMUNICATION CONDUIT (BRIDGE) M 14.0000 20,720.00 0.000 0.00 (SF) 221 TRAFFIC MONITORING STATION LS 41,000.0000 41,000.00 0.000 0.00 (S) 222 RAMP METERING SYSTEM (LOCATION 1) LS 48,000.0000 48,000.00 0.000 0.00 (S) 223 RAMP METERING SYSTEM (LOCATION 2) LS 26,000.0000 26,000.00 0.000 0.00 (S) 224 RAMP METERING SYSTEM (LOCATION 3) LS 58,000.0000 58,000.00 0.000 0.00 (S) 225 RAMP METERING SYSTEM (LOCATION 4) LS 58,000.0000 58,000.00 0.000 0.00 (S) 226 REMOVE RAMP METERING SYSTEM LS 5,000.0000 5,000.00 1.000 5,000.00 (S) (LOCATION 5) 227 150 MM FIRE HYDRANT ASSEMBLY EA 2,700.0000 29,700.00 1.000 2,700.00 (S) PROGRAM CAS145 PAGE 10 DATE 02/23/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 03:15 PM ESTIMATE NO. 08 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/00 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 02/23/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,018,697.25 8,620,430.01 ADJUSTMENT OF COMPENSATION 0.00 81,312.36 EXTRA WORK 18,569.18 176,936.38 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,037,266.43 8,878,678.75 228 MOBILIZATION LS 6000,000.0000 6000,000.00 0.750 4,500,000.00 ORIGINAL CONTRACT AMOUNT 62,309,296.00 TOTAL WORK COMPLETED 1,037,266.43 13,378,678.75 MATERIALS ON HAND ON SITE 1,194,223.98 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -13,751.91 TOTAL 1,027,266.43 14,559,150.82 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 06/25/99 1100 07/12/99 07/12/99 12/10/02 150 4 0 0 21% 18% PROGRESS IS SATISFACTORY MORGAN, BILL RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 02/23/00