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 10/20/00 EST. NO.26 TIME 12:46 PM R.E. NAME: NNAM, MARTIN 04-438614 --------------------------------------------------------------------------- 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 0184 155.25 E.W. @ F.A.(+) 071300 N 001197 0185 46.55 071800 N 001198 0186 67.07 071900 N 001199 0187 86.71 092700 N 001200 044 0012 337.61 E.W. @ F.A.(+) 052199 Y RMH058 058 0004-1 -575.00 E.W. @ F.A.(+) 031000 N 058004 DAO CORRECTING ENTRY 0004-2 500.00 031000 N 058004 DAO CORRECTING ENTRY 0005-1 -575.00 031000 N 058005 DAO CORRECTING ENTRY 0005-2 500.00 031000 N 058005 DAO CORRECTING ENTRY 0006 575.00 091400 N 58-006 0006-1 -575.00 091400 N 58-006 DAO CORRECTING ENTRY 0006-2 500.00 091400 N 58-006 DAO CORRECTING ENTRY 0007 500.00 091400 N 58-007 0008 500.00 091400 N 58-008 076 0002 1,270.70 A.C. @ F.A.(+) 111199 N 076001 0003 1,725.00 102099 N 076003 0004 582.36 120399 N 076004 0004-1 -582.36 120399 N 076004 DAO CORRECTING ENTRY 0004-2 0.00 120399 N 076004 DAO CORRECTING ENTRY 0005 15,054.65 120499 N 076005 0006 1,047.54 120499 N 076006 0007 1,697.55 120599 N 076007 0008 398.96 120699 N 076008 081 0002 552.49 E.W. @ F.A.(+) 091499 Y 81-003 0003 680.38 091100 Y 81-004 095 0040 3,596.33 E.W. @ F.A.(+) 091600 N 095-75 096 0006 672.75 E.W. @ F.A.(+) 082400 N 96-007 0007 672.75 092100 N 96-008 110 0001 4,325.20 E.W. @ F.A.(+) 081500 N 110-01 0002 7,618.04 081500 N 110-02 113 0003 329.07 E.W. @ F.A.(+) 122899 N 113001 0004 393.80 122999 N 113002 0005 535.84 010300 N 113003 0006 262.53 010400 N 113004 0007 196.34 010700 N 113005 0007-1 -196.34 010700 N 113005 DAO CORRECTING ENTRY 0007-2 205.63 010700 N 113005 DAO CORRECTING ENTRY 0008 37.19 011100 N 113006 0009 205.63 011700 N 113007 0010 497.43 020100 N 113009 0011 205.63 020200 N 113010 0012 2,415.00 011700 N 113011 0013 136.50 012800 N 113012 0014 1,438.17 012800 N 113013 0015 1,341.75 020900 N 113014 0016 274.05 021000 N 113015 0017 1,686.90 VAR N 113020 0018 251.54 VAR N 113021 0019 1,563.32 VAR N 113027 0020 83.84 VAR N 113028 0021 138.74 VAR N 113029 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 10/20/00 EST. NO.26 TIME 12:46 PM R.E. NAME: NNAM, MARTIN 04-438614 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0022 801.30 VAR N 113030 0023 1,542.01 VAR N 113035 0024 1,472.76 VAR N 113036 0025 578.15 VAR N 113037 0026 379.18 041200 N 113038 0027 1,388.57 VAR N 113039 0028 694.80 VAR N 113040 0029 154.43 VAR N 113041 0030 1,443.49 VAR N 113042 0031 109.89 030700 N 113044 0032 670.54 040600 N 113049 0033 83.84 VAR N 113050 0034 77.36 VAR N 113051 0035 2,856.14 122899 N 113052 119 0001 48,000.00 A.C. @ L.S.(+) VAR N 0 125 0002 4,878.77 E.W. @ F.A.(+) 050200 N 125002 0003 15,820.98 050300 N 125003 0005 6,214.60 050400 N 125005 0006 7,999.97 050300 N 125006 134 0001 129,718.00 A.C. @ L.S.(+) VAR N 0 135 0001 3,545.00 A.C. @ L.S.(+) VAR N 0 281,787.87 TOTAL THIS ESTIMATE 1,593,413.68 TOTAL PREVIOUS ESTIMATE 1,875,201.55 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 10/20/00 EST. NO.26 TIME 12:46 PM R.E. NAME: NNAM, MARTIN 04-438614 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM NOT COMPLY -94,147.50 05 SWPPP NOT COMPLY -94,147.50 05 CPM NOT COMPLY 26,950.50 06 SWPPP NOT COMPLY 26,950.50 06 SWPPP NOT COMPLY 67,224.50 07 CPM COMPLIED 67,197.00 08 SWPPP NOT COMPLIED -27.50 08 CPM NOT COMPLIED -39,000.00 11 CPM LATE -50,000.00 12 CPM LATE -50,000.00 12 SIGNS NOT COVERED -10,000.00 12 SIGNS NOT COVERED 10,000.00 12 STAKING REQ #136 -200.00 12 SWPPP NOT COMPLIED 25,000.00 12 SWPPP NOT COMPLIED -25,000.00 12 CPM SUBMITTAL 100,000.00 13 CPM NOT COMPLIED 39,200.00 14 RESTAKING #166,170 -2,950.00 15 DEFECTIVE AC @ CEW -3,000.00 16 DEFECTIVE AC @ "CEW" 3,000.00 17 RESTAKING #166 & 170 2,950.00 17 CTB SAMPLE FAILED -1,625.00 21 CTB SAMPLE FAILED 325.00 21 NO SUB EQUIPMENT LIS -25,000.00 21 CTB FAILED ON AIR -1,300.00 22 SUB EQUIPMENT LIST 25,000.00 23 0.00 -2,600.00 TOTAL DEDUCTIONS 0.00 -2,600.00 PROGRAM CAS145 PAGE 1 DATE 10/20/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-438614 TIME 12:46 PM ESTIMATE NO. 26 BID OPENING 09/02/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/00 R.E. NAME: NNAM, MARTIN DATE OF THIS ESTIMATE 10/20/00 LOCATION PROGRESS ESTIMATE 04-SCL-237-8.0/9.6 ----------------- 04-SCL-880-7.8/10.1 DE SILVA GATES CONSTRUCTION IN SANTA CLARA COUNTY IN SAN JOSE P O BOX 2909 AND MILPITAS ON ROUTES 237 AND 880 DUBLIN CA 94568 AT VARIOUS LOCATIONS FED. AID NO. NHI-880 -1(41)8N ,AC-880 -1(41)8N ,ACST-S237(7)N 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 10,000.0000 10,000.00 0.750 7,500.00 002 TEMPORARY FENCE M 15.0000 3,000.00 179.000 2,685.00 003 TEMPORARY GATE EA 500.0000 1,000.00 2.000 1,000.00 004 450 MM TEMPORARY CULVERT M 125.0000 30,000.00 238.180 29,772.50 005 600 MM TEMPORARY CULVERT M 150.0000 4,500.00 33.550 5,032.50 006 450 MM TEMPORARY FLARED END SECTION EA 250.0000 2,000.00 0.000 0.00 007 600 MM TEMPORARY FLARED END SECTION EA 200.0000 200.00 0.000 0.00 008 900 MM TEMPORARY INLET EA 1,000.0000 1,000.00 2.000 2,000.00 009 PREPARE STORM WATER POLLUTION PREVENTION LS 25,000.0000 25,000.00 0.500 12,500.00 PLAN 010 WATER POLLUTION CONTROL LS 75,000.0000 75,000.00 0.035 2,625.00 0.722 54,150.00 011 TEMPORARY SILT FENCE M 5.0000 41,000.00 527.330 2,636.65 6,329.810 31,649.05 012 TEMPORARY STOCKPILE COVER M2 3.0000 3,900.00 4,000.960 12,002.88 013 TEMPORARY STRAW BALE CHECK DAM EA 250.0000 25,000.00 2.000 500.00 68.000 17,000.00 014 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 7,500.00 5.000 1,250.00 41.000 10,250.00 015 TEMPORARY FLARED END SECTION PROTECTION EA 250.0000 3,750.00 8.000 2,000.00 19.000 4,750.00 016 CONSTRUCTION AREA SIGNS LS 60,000.0000 60,000.00 0.700 42,000.00 (S) 017 TRAFFIC CONTROL SYSTEM LS 225,000.0000 225,000.00 0.035 7,875.00 0.705 158,625.00 (S) 018 TYPE III BARRICADE EA 100.0000 16,000.00 75.000 7,500.00 019 TEMPORARY PAVEMENT MARKING (PAINT) M2 23.0000 6,670.00 194.840 4,481.32 020 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 66,500.00 3,472.000 17,360.00 021 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 31,500.00 30,468.400 30,468.40 022 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 91,200.00 1,732.000 51,960.00 PROGRAM CAS145 PAGE 2 DATE 10/20/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-438614 TIME 12:46 PM ESTIMATE NO. 26 BID OPENING 09/02/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/00 R.E. NAME: NNAM, MARTIN DATE OF THIS ESTIMATE 10/20/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY PAVEMENT MARKER EA 4.0000 59,600.00 12,226.000 48,904.00 024 INSTALL TEMPORARY SIGN OVERLAY M2 250.0000 1,750.00 0.000 0.00 025 TEMPORARY CREEK DIVERSION SYSTEM LS 300,000.0000 300,000.00 1.000 300,000.00 026 TEMPORARY EROSION CONTROL M2 0.4000 26,000.00 16,188.000 6,475.20 49,663.250 19,865.30 027 PORTABLE CHANGEABLE MESSAGE SIGN EA 25,000.0000 75,000.00 2.000 50,000.00 028 TEMPORARY RAILING (TYPE K) M 70.0000 1050,000.00 17,162.360 1,201,365.20 029 TEMPORARY CRASH CUSHION MODULE EA 250.0000 155,000.00 581.000 145,250.00 030 ABANDON REINFORCED CONCRETE BOX EA 5,000.0000 20,000.00 3.000 15,000.00 CULVERT 031 ABANDON CULVERT EA 1,000.0000 30,000.00 17.000 17,000.00 032 ABANDON INLET EA 1,000.0000 12,000.00 2.000 2,000.00 033 ABANDON PIPELINE EA 1,000.0000 1,000.00 0.000 0.00 034 ABANDON WATER WELL LS 10,000.0000 10,000.00 0.000 0.00 035 OBLITERATE SURFACING M2 2.0000 19,400.00 8,600.000 17,200.00 036 REMOVE FLARED END SECTION EA 500.0000 18,500.00 13.000 6,500.00 037 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 42,400.00 8,438.000 16,876.00 038 REMOVE PAINTED PAVEMENT MARKING M2 25.0000 3,750.00 15.900 397.50 039 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 16,200.00 1,340.000 2,680.00 040 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.0000 9,250.00 7.140 178.50 041 REMOVE PAVEMENT MARKER EA 1.0000 8,840.00 5,552.000 5,552.00 042 REMOVE ROADSIDE SIGN EA 100.0000 8,900.00 52.000 5,200.00 043 REMOVE SIGN STRUCTURE EA 5,000.0000 10,000.00 2.000 10,000.00 044 REMOVE SIGN PANEL EA 1,000.0000 13,000.00 8.000 8,000.00 045 REMOVE CULVERT M 100.0000 66,000.00 394.870 39,487.00 046 REMOVE INLET EA 1,000.0000 13,000.00 6.000 6,000.00 047 REMOVE HEADWALL EA 1,000.0000 34,000.00 12.000 12,000.00 048 REMOVE SOUND WALL M2 100.0000 37,000.00 320.600 32,060.00 049 REMOVE CONCRETE PAVEMENT M2 7.0000 115,500.00 15,110.000 105,770.00 PROGRAM CAS145 PAGE 3 DATE 10/20/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-438614 TIME 12:46 PM ESTIMATE NO. 26 BID OPENING 09/02/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/00 R.E. NAME: NNAM, MARTIN DATE OF THIS ESTIMATE 10/20/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 SALVAGE DOUBLE THRIE BEAM BARRIER M 25.0000 40,250.00 805.050 20,126.25 1,602.900 40,072.50 051 RECONSTRUCT CHAIN LINK FENCE M 25.0000 94,500.00 3,187.000 79,675.00 052 RECONSTRUCT CHAIN LINK GATE EA 500.0000 1,500.00 0.000 0.00 053 RECONSTRUCT THRIE BEAM BARRIER M 80.0000 6,000.00 80.000 6,400.00 054 RECONSTRUCT DOUBLE THRIE BEAM BARRIER M 70.0000 127,400.00 22.400 1,568.00 728.000 50,960.00 055 RECONSTRUCT METAL BEAM GUARD RAILING M 80.0000 69,600.00 37.000 2,960.00 444.250 35,540.00 056 RELOCATE CRASH CUSHION EA 250.0000 3,000.00 0.000 0.00 057 RELOCATE ROADSIDE SIGN EA 250.0000 1,250.00 4.000 1,000.00 058 RELOCATE SIGN STRUCTURE EA 5,000.0000 5,000.00 1.000 5,000.00 059 ADJUST MANHOLE TO GRADE EA 1,000.0000 1,000.00 0.000 0.00 060 ADJUST UTILITY COVER TO GRADE EA 1,000.0000 1,000.00 0.000 0.00 061 PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 39,500.00 7,558.600 37,793.00 (S) 062 REMOVE CONCRETE M3 50.0000 90,000.00 2,997.140 149,857.00 063 REMOVE CONCRETE BARRIER M 100.0000 28,000.00 270.000 27,000.00 064 CAP MANHOLE EA 1,000.0000 3,000.00 4.000 4,000.00 065 BRIDGE REMOVAL (PORTION), LOCATION A LS 10,000.0000 10,000.00 1.000 10,000.00 066 BRIDGE REMOVAL (PORTION), LOCATION B LS 10,000.0000 10,000.00 1.000 10,000.00 067 BRIDGE REMOVAL (PORTION), LOCATION C LS 10,000.0000 10,000.00 1.000 10,000.00 068 CLEARING AND GRUBBING LS 150,000.0000 150,000.00 1.000 150,000.00 069 DEVELOP WATER SUPPLY LS 150,000.0000 150,000.00 0.035 5,250.00 0.705 105,750.00 070 ROADWAY EXCAVATION M3 25.0000 1877,500.00 78,572.000 1,964,300.00 071 STRUCTURE EXCAVATION (BRIDGE) M3 35.0000 137,900.00 311.000 10,885.00 2,524.000 88,340.00 (F) 072 STRUCTURE EXCAVATION (TYPE A) M3 275.0000 220,000.00 800.000 220,000.00 (F) 073 STRUCTURE EXCAVATION (TYPE D) M3 70.0000 151,900.00 2,170.000 151,900.00 (F) 074 STRUCTURE EXCAVATION (RETAINING WALL) M3 10.0000 16,000.00 2,070.700 20,707.00 075 STRUCTURE EXCAVATION (TIEBACK WALL) M3 40.0000 7,400.00 185.000 7,400.00 076 STRUCTURE BACKFILL (BRIDGE) M3 25.0000 100,000.00 167.000 4,175.00 3,250.530 81,263.25 (F) PROGRAM CAS145 PAGE 4 DATE 10/20/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-438614 TIME 12:46 PM ESTIMATE NO. 26 BID OPENING 09/02/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/00 R.E. NAME: NNAM, MARTIN DATE OF THIS ESTIMATE 10/20/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 98,000.00 2,556.000 89,460.00 078 STRUCTURE BACKFILL (TIEBACK WALL) M3 70.0000 1,750.00 25.000 1,750.00 079 SAND BACKFILL M3 120.0000 66,000.00 154.680 18,561.60 080 DITCH EXCAVATION M3 25.0000 15,000.00 320.700 8,017.50 081 EARTH RETAINING STRUCTURE, LOCATION A M2 500.0000 390,000.00 770.000 385,000.00 (F) 082 EARTH RETAINING STRUCTURE, LOCATION B M2 500.0000 135,000.00 211.000 105,500.00 (F) 083 EARTH RETAINING STRUCTURE, LOCATION C M2 500.0000 107,500.00 180.000 90,000.00 (F) 084 EARTH RETAINING STRUCTURE, LOCATION D M2 500.0000 67,500.00 0.000 0.00 (F) 085 IMPORTED BORROW TONN 0.0100 9,500.00 1,043,898.000 10,438.98 086 STRAW (EROSION CONTROL) TONN 600.0000 24,000.00 1.420 852.00 12.960 7,776.00 087 FIBER (EROSION CONTROL) KG 1.0000 11,220.00 362.880 362.88 3,561.540 3,561.54 088 PURE LIVE SEED (EROSION CONTROL) KG 20.0000 19,800.00 32.060 641.20 314.310 6,286.20 089 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 5,050.00 326.590 326.59 3,205.940 3,205.94 090 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 5,360.00 43.540 174.16 425.610 1,702.44 091 200 MM CORRUGATED HIGH DENSITY M 150.0000 55,500.00 11.600 1,740.00 201.504 30,225.60 (S) POLYETHYLENE PIPE CONDUIT 092 CLASS 4 AGGREGATE SUBBASE M3 27.0000 1171,800.00 40,033.280 1,080,898.56 093 CLASS 3 AGGREGATE BASE M3 50.0000 485,000.00 5,159.210 257,960.50 094 CEMENT TREATED BASE M3 70.0000 2002,000.00 29,798.200 2,085,874.00 (PLANT-MIXED, CLASS A) 095 ASPHALTIC EMULSION (CURING SEAL) TONN 1.0000 170.00 66.610 66.61 096 ASPHALT TREATED PERMEABLE BASE M3 65.0000 689,000.00 11,165.000 725,725.00 097 ASPHALT CONCRETE TONN 37.0000 4255,000.00 95,843.020 3,546,191.74 098 ASPHALT CONCRETE (OPEN GRADED) TONN 30.0000 354,000.00 1,176.990 35,309.70 099 PAVING ASPHALT (BINDER-PAVEMENT TONN 1.0000 18.00 18.000 18.00 REINFORCING FABRIC) 100 PAVEMENT REINFORCING FABRIC M2 1.0000 14,800.00 7,246.400 7,246.40 101 PLACE ASPHALT CONCRETE DIKE M 6.0000 13,200.00 1,390.600 8,343.60 102 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 30.0000 4,800.00 101.500 3,045.00 AREA) 103 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 6.0000 18,120.00 1,389.400 8,336.40 PROGRAM CAS145 PAGE 5 DATE 10/20/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-438614 TIME 12:46 PM ESTIMATE NO. 26 BID OPENING 09/02/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/00 R.E. NAME: NNAM, MARTIN DATE OF THIS ESTIMATE 10/20/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,500.0000 90,000.00 55.330 82,995.00 105 FURNISH PILING (CLASS 900) M 30.0000 519,000.00 12,199.801 365,994.03 106 DRIVE PILE (CLASS 900) EA 1,400.0000 1019,200.00 517.000 723,800.00 (S) 107 FURNISH PILING (CLASS 625) M 31.0000 177,010.00 212.440 6,585.64 4,821.257 149,458.97 108 DRIVE PILE (CLASS 625) EA 1,200.0000 315,600.00 9.000 10,800.00 219.000 262,800.00 (S) 109 FURNISH PILING (CLASS 400) M 36.0000 86,688.00 1,957.558 70,472.09 110 DRIVE PILE (CLASS 400) EA 1,300.0000 189,800.00 122.000 158,600.00 (S) 111 406 MM CAST-IN-DRILLED-HOLE PILING M 120.0000 23,040.00 0.000 0.00 (S) (BARRIER) 112 PRESTRESSING CAST-IN-PLACE CONCRETE LS 500,000.0000 500,000.00 0.099 49,500.00 0.383 191,500.00 (S) 113 TIEBACK ANCHOR EA 1,300.0000 53,300.00 41.000 53,300.00 (S) 114 SEAL COURSE CONCRETE M3 125.0000 23,750.00 27.000 3,375.00 115 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 325.0000 832,000.00 2,150.482 698,906.65 (F) 116 STRUCTURAL CONCRETE, BRIDGE M3 410.0000 5453,000.00 62.000 25,420.00 5,779.400 2,369,554.00 (F) 117 STRUCTURAL CONCRETE, RETAINING WALL M3 400.0000 348,000.00 962.900 385,160.00 (F) 118 STRUCTURAL CONCRETE, APPROACH SLAB M3 400.0000 164,000.00 150.500 60,200.00 (F) (TYPE N) 119 CLASS 2 CONCRETE (BOX CULVERT) M3 600.0000 340,200.00 562.200 337,320.00 120 MINOR CONCRETE (MINOR STRUCTURE) M3 1,400.0000 252,000.00 1.750 2,450.00 120.110 168,154.00 (F) 121 MINOR CONCRETE (BACKFILL) M3 150.0000 45,300.00 63.490 9,523.50 122 FRACTURED RIB TEXTURE M2 80.0000 23,200.00 20.000 1,600.00 259.500 20,760.00 (F) 123 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 80.0000 32,800.00 0.000 0.00 (F) 124 PTFE BEARING EA 2,500.0000 50,000.00 0.000 0.00 (S) 125 JOINT SEAL (TYPE B - MR 40 MM) M 115.0000 3,220.00 28.000 3,220.00 (S) 126 JOINT SEAL (TYPE B - MR 50 MM) M 115.0000 3,680.00 22.000 2,530.00 (S) 127 JOINT SEAL ASSEMBLY (MR 60 MM) M 275.0000 4,400.00 0.000 0.00 (S) 128 JOINT SEAL ASSEMBLY (MR 70 MM) M 275.0000 12,650.00 0.000 0.00 (S) 129 JOINT SEAL ASSEMBLY (MR 80 MM) M 275.0000 9,350.00 0.000 0.00 (S) 130 JOINT SEAL ASSEMBLY (MR 100 MM) M 275.0000 4,400.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 6 DATE 10/20/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-438614 TIME 12:46 PM ESTIMATE NO. 26 BID OPENING 09/02/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/00 R.E. NAME: NNAM, MARTIN DATE OF THIS ESTIMATE 10/20/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 900.0000 28,800.00 0.000 0.00 (S) 132 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,500.0000 24,000.00 0.000 0.00 (S) 133 BAR REINFORCING STEEL (BRIDGE) KG 1.1000 2497,550.00 8,971.000 9,868.10 1,189,398.000 1,308,337.80 (SF) 134 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0000 51,700.00 57,257.000 57,257.00 (F) 135 BAR REINFORCING STEEL (BOX CULVERT) KG 1.0000 57,600.00 57,558.000 57,558.00 136 SHOTCRETE M3 500.0000 17,000.00 34.000 17,000.00 (S) 137 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 176,000.00 15,269.000 61,076.00 (F) 138 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 22,000.00 15,269.000 7,634.50 (SF) 139 920 MM CAST-IN-DRILLED-HOLE M 1,500.0000 84,000.00 42.000 63,000.00 CONCRETE PILE (SIGN FOUNDATION) 140 METAL (BARRIER MOUNTED SIGN) KG 35.0000 9,800.00 0.000 0.00 141 ROADSIDE SIGN - ONE POST EA 160.0000 8,800.00 13.000 2,080.00 142 ROADSIDE SIGN - TWO POST EA 500.0000 9,500.00 7.000 3,500.00 143 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 2,100.00 5.000 500.00 METHOD) 144 INSTALL SIGN PANEL ON EXISTING FRAME M2 45.0000 4,455.00 71.220 3,204.90 145 INSTALL FRAMED SIGN PANEL EA 700.0000 5,600.00 0.000 0.00 146 450 MM ALTERNATIVE PIPE CULVERT M 100.0000 208,000.00 1,701.540 170,154.00 147 600 MM ALTERNATIVE PIPE CULVERT M 220.0000 198,000.00 828.200 182,204.00 148 750 MM ALTERNATIVE PIPE CULVERT M 280.0000 182,000.00 73.170 20,487.60 149 900 MM ALTERNATIVE PIPE CULVERT M 300.0000 42,000.00 126.900 38,070.00 150 750 MM REINFORCED CONCRETE PIPE M 400.0000 8,000.00 0.000 0.00 151 900 MM REINFORCED CONCRETE PIPE M 425.0000 14,875.00 36.000 15,300.00 152 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,000.0000 160,000.00 48.000 48,000.00 (CLASS IV) 153 JACKED 900 MM REINFORCED CONCRETE PIPE M 2,000.0000 90,000.00 45.000 90,000.00 (CLASS IV) 154 450 MM CORRUGATED STEEL PIPE M 200.0000 72,000.00 268.590 53,718.00 (2.01 MM THICK) 155 450 MM SLOTTED CORRUGATED STEEL PIPE M 300.0000 42,000.00 42.600 12,780.00 (1.63 MM THICK) 156 80 MM PLASTIC PIPE (EDGE DRAIN) M 15.0000 105,450.00 4,259.900 63,898.50 157 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 40.0000 32,400.00 440.700 17,628.00 PROGRAM CAS145 PAGE 7 DATE 10/20/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-438614 TIME 12:46 PM ESTIMATE NO. 26 BID OPENING 09/02/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/00 R.E. NAME: NNAM, MARTIN DATE OF THIS ESTIMATE 10/20/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 80 MM PLASTIC PIPE (APPROACH SLAB DRAIN) M 50.0000 7,000.00 0.000 0.00 159 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 100.0000 1,400.00 8.690 869.00 (2.01 MM THICK) 160 450 MM ENTRANCE TAPER EA 300.0000 900.00 0.000 0.00 161 450 MM ANCHOR ASSEMBLY EA 200.0000 4,800.00 2.000 400.00 162 711 MM WELDED STEEL PIPE CASING M 350.0000 25,200.00 76.460 26,761.00 (16 MM THICK) 163 356 MM DUCTILE IRON WATER PIPE M 600.0000 114,000.00 190.000 114,000.00 164 305 MM WELDED STEEL PIPE CASING M 250.0000 8,000.00 32.000 8,000.00 (BRIDGE) 165 458 MM WELDED STEEL PIPE CASING M 250.0000 18,250.00 0.000 0.00 (BRIDGE) 166 600 MM CONCRETE FLARED END SECTION EA 500.0000 1,000.00 1.000 500.00 167 900 MM CONCRETE FLARED END SECTION EA 800.0000 800.00 1.000 800.00 168 450 MM ALTERNATIVE FLARED END SECTION EA 500.0000 9,500.00 5.000 2,500.00 169 600 MM ALTERNATIVE FLARED END SECTION EA 600.0000 1,800.00 1.000 600.00 170 750 MM ALTERNATIVE FLARED END SECTION EA 700.0000 7,000.00 0.000 0.00 171 900 MM ALTERNATIVE FLARED END SECTION EA 800.0000 6,400.00 1.000 800.00 172 900 MM PRECAST CONCRETE PIPE INLET M 1,000.0000 11,000.00 2.700 2,700.00 2.700 2,700.00 173 1220 MM PRECAST CONCRETE PIPE MANHOLE M 500.0000 2,000.00 3.160 1,580.00 174 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 75.0000 225,750.00 187.000 14,025.00 3,876.500 290,737.50 175 ROCK SLOPE PROTECTION M3 100.0000 52,000.00 56.000 5,600.00 263.770 26,377.00 (BACKING NO. 2, METHOD B) 176 ROCK SLOPE PROTECTION M3 65.0000 59,150.00 1,145.350 74,447.75 (BACKING NO. 3, METHOD B) 177 SLOPE PAVING (CONCRETE) M3 350.0000 265,300.00 710.000 248,500.00 (F) 178 SLOPE PAVING (MASONRY BLOCK) M2 100.0000 17,000.00 0.000 0.00 (F) 179 ROCK SLOPE PROTECTION FABRIC M2 2.0000 10,400.00 187.000 374.00 7,413.700 14,827.40 180 MINOR CONCRETE (MISCELLANEOUS M3 300.0000 255,000.00 2.700 810.00 638.940 191,682.00 CONSTRUCTION) 181 MINOR CONCRETE (GUTTER) M 60.0000 35,760.00 209.000 12,540.00 (F) 182 MINOR CONCRETE (COBBLESTONE TEXTURED M2 65.0000 107,250.00 1,037.840 67,459.60 PAVING) 183 MINOR CONCRETE (LEVEE ACCESS ROAD) M3 500.0000 330,000.00 573.000 286,500.00 184 MISCELLANEOUS IRON AND STEEL KG 3.0000 47,400.00 444.000 1,332.00 10,482.000 31,446.00 (SF) PROGRAM CAS145 PAGE 8 DATE 10/20/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-438614 TIME 12:46 PM ESTIMATE NO. 26 BID OPENING 09/02/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/00 R.E. NAME: NNAM, MARTIN DATE OF THIS ESTIMATE 10/20/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 MISCELLANEOUS METAL KG 10.0000 29,000.00 240.000 2,400.00 (SF)(RESTRAINER - CABLE TYPE) 186 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 51,000.00 1,035.000 10,350.00 3,930.000 39,300.00 (SF) 187 CHAIN LINK FENCE M 50.0000 5,200.00 104.000 5,200.00 (SF)(TYPE CL-1.02, VINYL-CLAD) 188 CHAIN LINK FENCE (TYPE CL-1.2, M 30.0000 40,200.00 1,199.000 35,970.00 (S) VINYL-CLAD) 189 CHAIN LINK FENCE M 35.0000 93,450.00 643.000 22,505.00 (S) (TYPE CL-1.83, VINYL-CLAD) 190 SURVEY MONUMENT (TYPE D) EA 400.0000 4,400.00 0.000 0.00 191 DELINEATOR (CLASS 1) EA 30.0000 4,620.00 2.000 60.00 192 OBJECT MARKER EA 35.0000 1,400.00 10.000 350.00 193 METAL BEAM GUARD RAILING (WOOD POST) M 55.0000 79,750.00 1,041.270 57,269.85 (S) 194 CHAIN LINK RAILING (TYPE 7) M 200.0000 9,000.00 0.000 0.00 195 CONCRETE BARRIER (TYPE K) M 70.0000 39,900.00 2,871.100 200,977.00 196 CONCRETE BARRIER (TYPE 25) M 80.0000 23,600.00 186.000 14,880.00 (F) 197 CONCRETE BARRIER (TYPE 25 MODIFIED) M 80.0000 173,200.00 499.000 39,920.00 (F) 198 CONCRETE BARRIER (TYPE 26) M 500.0000 22,500.00 0.000 0.00 199 CONCRETE BARRIER (TYPE 27A) M 200.0000 2,800.00 31.000 6,200.00 200 CONCRETE BARRIER (TYPE 27B) M 150.0000 153,000.00 795.000 119,250.00 201 CONCRETE BARRIER (TYPE 27SV) M 200.0000 37,400.00 0.000 0.00 202 CONCRETE BARRIER (TYPE 27 MODIFIED) M 100.0000 10,300.00 103.000 10,300.00 (F) 203 CONCRETE BARRIER (TYPE 50E) M 750.0000 21,000.00 0.000 0.00 204 CONCRETE BARRIER M 240.0000 218,400.00 1,667.000 400,080.00 (TYPE 60C) 205 CONCRETE BARRIER (TYPE 60D) M 100.0000 16,000.00 62.581 6,258.10 206 CONCRETE BARRIER M 500.0000 11,000.00 0.000 0.00 (TYPE 60GE) 207 REMOVABLE BARRIER POST EA 1,500.0000 6,000.00 0.000 0.00 208 CABLE ANCHOR ASSEMBLY EA 600.0000 1,800.00 1.000 600.00 3.000 1,800.00 (S) 209 CABLE ANCHOR ASSEMBLY EA 500.0000 4,000.00 5.000 2,500.00 (S) (BREAKAWAY, TYPE B) 210 TERMINAL SECTION (TYPE B) EA 50.0000 250.00 4.000 200.00 5.000 250.00 (S) 211 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 46,200.00 2.000 4,400.00 9.000 19,800.00 (S) PROGRAM CAS145 PAGE 9 DATE 10/20/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-438614 TIME 12:46 PM ESTIMATE NO. 26 BID OPENING 09/02/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/00 R.E. NAME: NNAM, MARTIN DATE OF THIS ESTIMATE 10/20/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 RETURN SECTION EA 100.0000 300.00 2.000 200.00 (S) 213 CRASH CUSHION, SAND FILLED EA 4,000.0000 16,000.00 1.000 4,000.00 (S) 214 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 31,600.00 69.780 2,791.20 215 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 10,240.00 357.000 714.00 216 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 5,040.00 0.000 0.00 (BROKEN 3.66 M - 0.92 M) 217 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 360.00 21.000 21.00 (BROKEN 5.18 M - 2.14 M) 218 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 16,900.00 10,892.000 5,446.00 (S) 219 PAINT PAVEMENT MARKING (2-COAT) M2 24.0000 3,600.00 0.000 0.00 (S) 220 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 15,440.00 2,456.000 4,912.00 (S) 221 PAVEMENT MARKER (REFLECTIVE) EA 4.0000 17,840.00 1,450.000 5,800.00 (S) 222 SIGNAL AND LIGHTING (LOCATION 1) LS 75,000.0000 75,000.00 0.800 60,000.00 (S) 223 SIGNAL AND LIGHTING (LOCATION 2) LS 75,000.0000 75,000.00 1.000 75,000.00 (S) 224 SIGNAL AND LIGHTING (LOCATION 3) LS 75,000.0000 75,000.00 0.200 15,000.00 (S) 225 SIGNAL AND LIGHTING (LOCATION 4) LS 75,000.0000 75,000.00 1.000 75,000.00 (S) 226 TRAFFIC MONITORING STATION AND RAMP LS 300,000.0000 300,000.00 0.320 96,000.00 (S) METERING SYSTEM 227 SIGNAL AND LIGHTING LS 10,000.0000 10,000.00 0.000 0.00 (S) (CITY STREET LOCATION 5) 228 SIGNAL AND LIGHTING LS 10,000.0000 10,000.00 0.000 0.00 (S) (CITY STREET LOCATION 6) 229 LIGHTING AND SIGN ILLUMINATION LS 100,000.0000 100,000.00 0.640 64,000.00 (S) (STAGE CONSTRUCTION) 230 LIGHTING AND SIGN ILLUMINATION LS 300,000.0000 300,000.00 0.770 231,000.00 (S) 231 MODULATED LIGHT SIGNAL DETECTION EA 2,500.0000 20,000.00 0.000 0.00 (S) SYSTEM PROGRAM CAS145 PAGE 10 DATE 10/20/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-438614 TIME 12:46 PM ESTIMATE NO. 26 BID OPENING 09/02/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/00 R.E. NAME: NNAM, MARTIN DATE OF THIS ESTIMATE 10/20/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 219,037.67 25,787,624.15 ADJUSTMENT OF COMPENSATION 202,457.40 437,339.79 EXTRA WORK 79,330.47 1,437,861.76 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 500,825.54 27,662,825.70 232 MOBILIZATION LS 3874,000.0000 3874,000.00 1.000 3,874,000.00 ORIGINAL CONTRACT AMOUNT 38,746,566.00 TOTAL WORK COMPLETED 500,825.54 31,536,825.70 MATERIALS ON HAND ON SITE 469,129.99 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -2,600.00 TOTAL 500,825.54 32,003,355.69 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 10/08/98 600 10/13/98 10/13/98 02/28/02 398 109 12 6 75% 64% PROGRESS IS SATISFACTORY NNAM, MARTIN RESIDENT ENGINEER PROGRAM CAS145 PAGE 8 DATE 10/20/00