PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 06/17/02 EST. NO.46 TIME 12:56 PM R.E. NAME: BALALLO, RAY 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 0100-1 -1,266.76 E.W. @ F.A.(+) 060299 N 001088 DAO CORRECTING ENTRY 0100-2 1,266.76 060299 N 001088 DAO CORRECTING ENTRY 0434 1,739.04 081701 N 001344 0436 618.07 031502 N 001419 0437 993.87 032702 N 001426 0438 747.87 032402 N 001435 0438-1 -747.87 032402 N 001435 DAO CORRECTING ENTRY 0438-2 785.26 032402 N 001435 DAO CORRECTING ENTRY 0600-1 -1,658.84 092999 N 087-02 DAO CORRECTING ENTRY 0600-2 0.00 092999 N 087-02 DAO CORRECTING ENTRY 051 0002 4,481.55 E.W. @ F.A.(+) VAR N 051002 070 0007 952.10 E.W. @ F.A.(+) 113001 N 070007 0008 198.72 112001 N 070008 0011 1,801.19 111601 N 070011 0011-1 -1,801.19 111601 N 070011 DAO CORRECTING ENTRY 0011-2 1,884.72 111601 N 070011 DAO CORRECTING ENTRY 0016 92.76 120401 N 070006 0017 943.53 121001 N 098111 0018 1,514.86 121101 N 070018 0027 1,197.81 120501 N 098111 0027-1 -1,197.81 120501 N 098111 DAO CORRECTING ENTRY 0027-2 1,197.81 120501 N 070027 DAO CORRECTING ENTRY 0028 1,477.40 121201 N 070028 0029 1,987.58 121301 N 070029 0029-1 -1,987.58 121301 N 070029 DAO CORRECTING ENTRY 0029-2 1,987.58 121301 N 070029 DAO CORRECTING ENTRY 0029-3 -1,987.58 121301 N 070029 DAO CORRECTING ENTRY 0029-4 1,719.56 121301 N 070029 DAO CORRECTING ENTRY 0030 662.50 121401 N 070030 0032 1,458.53 112601 N 070032 0033 2,028.68 122001 N 070033 0034 1,160.94 122101 N 070034 0037 1,387.48 011802 N 070037 0039 1,470.63 011602 N 070039 0040 2,151.19 011702 N 070040 0041 260.35 012102 N 070041 0041-1 -260.35 012102 N 070041 DAO CORRECTING ENTRY 0041-2 0.00 012102 N 070041 DAO CORRECTING ENTRY 0041-3 0.00 012102 N 070041 DAO CORRECTING ENTRY 0041-4 260.35 012102 N 070041 DAO CORRECTING ENTRY 0045 3,118.26 010902 N 070045 0050 404.15 022502 N 070050 0050-1 -404.15 022502 N 070050 DAO CORRECTING ENTRY 0050-2 384.90 022502 N 070050 DAO CORRECTING ENTRY 0051 488.75 022502 N 070051 0052 265.46 022602 N 070052 0053 414.00 022602 N 070053 0054 132.73 032602 N 070054 0056 220.92 032702 N 070056 0057 207.00 032702 N 070057 0100 3,779.80 022502 N 195009 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 06/17/02 EST. NO.46 TIME 12:56 PM R.E. NAME: BALALLO, RAY 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 --------------------------------------------------------------------------- 095 0052 373.51 E.W. @ F.A.(+) 092501 N 041006 0052-1 -373.51 092501 N 041006 DAO CORRECTING ENTRY 0052-2 383.65 092501 N 041006 DAO CORRECTING ENTRY 0052-3 -383.65 092501 N 041006 DAO CORRECTING ENTRY 0052-4 383.65 092501 N 041006 DAO CORRECTING ENTRY 0052-5 -383.65 092501 N 041006 DAO CORRECTING ENTRY 0052-6 373.51 092501 N 041006 DAO CORRECTING ENTRY 128 0020-1 -1,978.00 E.W. @ F.A.(+) VAR N 128020 DAO CORRECTING ENTRY 0020-2 1,978.00 VAR N 128020 DAO CORRECTING ENTRY 0026-1 -2,126.89 071900 N 128-01 DAO CORRECTING ENTRY 0026-2 2,126.89 071900 N 128-01 DAO CORRECTING ENTRY 0026-3 -2,126.89 071900 N 128-01 DAO CORRECTING ENTRY 0026-4 2,126.89 071900 N 128-01 DAO CORRECTING ENTRY 178 0001 16,500.00 E.W. @ L.S.(+) VAR N 0 53,406.04 TOTAL THIS ESTIMATE 5,116,042.16 TOTAL PREVIOUS ESTIMATE 5,169,448.20 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 06/17/02 EST. NO.46 TIME 12:56 PM R.E. NAME: BALALLO, RAY 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 NON-COMPLIANCE -1,218.75 46 -1,218.75 -3,818.75 TOTAL DEDUCTIONS -1,218.75 -3,818.75 PROGRAM CAS145 PAGE 1 DATE 06/17/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-438614 TIME 12:56 PM ESTIMATE NO. 46 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 06/20/02 R.E. NAME: BALALLO, RAY DATE OF THIS ESTIMATE 06/17/02 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 0.800 8,000.00 002 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 30,000.00 262.580 32,822.50 005 600 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 2.000 500.00 007 600 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 0.792 59,400.00 011 TEMPORARY SILT FENCE M 5.0000 41,000.00 7,844.000 39,220.00 012 TEMPORARY STOCKPILE COVER M2 3.0000 3,900.00 4,000.960 12,002.88 013 TEMPORARY STRAW BALE CHECK DAM EA 250.0000 25,000.00 102.000 25,500.00 014 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 7,500.00 65.000 16,250.00 015 TEMPORARY FLARED END SECTION PROTECTION EA 250.0000 3,750.00 23.000 5,750.00 016 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 0.900 202,500.00 (S) 018 TYPE III BARRICADE EA 100.0000 16,000.00 4.000 400.00 95.000 9,500.00 019 TEMPORARY PAVEMENT MARKING (PAINT) M2 23.0000 6,670.00 358.830 8,253.09 020 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 66,500.00 3,691.000 18,455.00 021 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 31,500.00 38,199.580 38,199.58 022 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 91,200.00 17.000 510.00 2,185.000 65,550.00 PROGRAM CAS145 PAGE 2 DATE 06/17/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-438614 TIME 12:56 PM ESTIMATE NO. 46 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 06/20/02 R.E. NAME: BALALLO, RAY DATE OF THIS ESTIMATE 06/17/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 15,325.000 61,300.00 024 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 49,663.250 19,865.30 027 PORTABLE CHANGEABLE MESSAGE SIGN EA 25,000.0000 75,000.00 3.000 75,000.00 028 TEMPORARY RAILING (TYPE K) M 70.0000 1,050,000.00 750.000 52,500.00 20,182.690 1,412,788.30 029 TEMPORARY CRASH CUSHION MODULE EA 250.0000 155,000.00 49.000 12,250.00 798.000 199,500.00 030 ABANDON REINFORCED CONCRETE BOX EA 5,000.0000 20,000.00 4.000 20,000.00 CULVERT 031 ABANDON CULVERT EA 1,000.0000 30,000.00 25.000 25,000.00 032 ABANDON INLET EA 1,000.0000 12,000.00 8.000 8,000.00 033 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 13,363.000 26,726.00 036 REMOVE FLARED END SECTION EA 500.0000 18,500.00 15.000 7,500.00 037 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 42,400.00 9,986.300 19,972.60 038 REMOVE PAINTED PAVEMENT MARKING M2 25.0000 3,750.00 38.720 968.00 039 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 16,200.00 2,446.740 4,893.48 040 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.0000 9,250.00 14.940 373.50 041 REMOVE PAVEMENT MARKER EA 1.0000 8,840.00 6,026.000 6,026.00 042 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 9.000 9,000.00 045 REMOVE CULVERT M 100.0000 66,000.00 401.870 40,187.00 046 REMOVE INLET EA 1,000.0000 13,000.00 7.000 7,000.00 047 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 15,292.000 107,044.00 PROGRAM CAS145 PAGE 3 DATE 06/17/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-438614 TIME 12:56 PM ESTIMATE NO. 46 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 06/20/02 R.E. NAME: BALALLO, RAY DATE OF THIS ESTIMATE 06/17/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,182.900 79,572.50 051 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 1.000 500.00 053 RECONSTRUCT THRIE BEAM BARRIER M 80.0000 6,000.00 80.000 6,400.00 054 RECONSTRUCT DOUBLE THRIE BEAM BARRIER M 70.0000 127,400.00 881.000 61,670.00 055 RECONSTRUCT METAL BEAM GUARD RAILING M 80.0000 69,600.00 863.420 69,073.60 056 RELOCATE CRASH CUSHION EA 250.0000 3,000.00 12.000 3,000.00 057 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 9,715.600 48,578.00 (S) 062 REMOVE CONCRETE M3 50.0000 90,000.00 31.460 1,573.00 3,064.510 153,225.50 063 REMOVE CONCRETE BARRIER M 100.0000 28,000.00 312.350 31,235.00 064 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 0.740 111,000.00 070 ROADWAY EXCAVATION M3 25.0000 1,877,500.00 1,235.000 30,875.00 84,592.000 2,114,800.00 071 STRUCTURE EXCAVATION (BRIDGE) M3 35.0000 137,900.00 3,994.464 139,806.24 (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 3,852.330 96,308.25 (F) PROGRAM CAS145 PAGE 4 DATE 06/17/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-438614 TIME 12:56 PM ESTIMATE NO. 46 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 06/20/02 R.E. NAME: BALALLO, RAY DATE OF THIS ESTIMATE 06/17/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 66,000.00 496.880 59,625.60 080 DITCH EXCAVATION M3 25.0000 15,000.00 439.700 10,992.50 081 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 67,500.00 116.000 58,000.00 (F) 085 IMPORTED BORROW TONN 0.0100 9,500.00 1,119,772.000 11,197.72 086 STRAW (EROSION CONTROL) TONN 600.0000 24,000.00 43.740 26,244.00 087 FIBER (EROSION CONTROL) KG 1.0000 11,220.00 12,905.610 12,905.61 088 PURE LIVE SEED (EROSION CONTROL) KG 20.0000 19,800.00 1,118.070 22,361.40 089 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 5,050.00 10,758.320 10,758.32 090 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 5,360.00 1,514.230 6,056.92 091 200 MM CORRUGATED HIGH DENSITY M 150.0000 55,500.00 9.400 1,410.00 386.734 58,010.10 (S) POLYETHYLENE PIPE CONDUIT 092 CLASS 4 AGGREGATE SUBBASE M3 27.0000 1,171,800.00 44,851.990 1,211,003.73 093 CLASS 3 AGGREGATE BASE M3 50.0000 485,000.00 5,773.810 288,690.50 094 CEMENT TREATED BASE M3 70.0000 2,002,000.00 732.000 51,240.00 35,259.200 2,468,144.00 (PLANT-MIXED, CLASS A) 095 ASPHALTIC EMULSION (CURING SEAL) TONN 1.0000 170.00 4.370 4.37 79.204 79.20 096 ASPHALT TREATED PERMEABLE BASE M3 65.0000 689,000.00 12,779.180 830,646.70 097 ASPHALT CONCRETE TONN 37.0000 4,255,000.00 3,544.720 131,154.64 120,161.700 4,445,982.90 098 ASPHALT CONCRETE (OPEN GRADED) TONN 30.0000 354,000.00 2,251.640 67,549.20 099 PAVING ASPHALT (BINDER-PAVEMENT TONN 1.0000 18.00 5.460 5.46 23.460 23.46 REINFORCING FABRIC) 100 PAVEMENT REINFORCING FABRIC M2 1.0000 14,800.00 3,884.020 3,884.02 11,130.420 11,130.42 101 PLACE ASPHALT CONCRETE DIKE M 6.0000 13,200.00 1,707.200 10,243.20 102 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 30.0000 4,800.00 109.340 3,280.20 AREA) 103 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 6.0000 18,120.00 1,734.200 10,405.20 PROGRAM CAS145 PAGE 5 DATE 06/17/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-438614 TIME 12:56 PM ESTIMATE NO. 46 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 06/20/02 R.E. NAME: BALALLO, RAY DATE OF THIS ESTIMATE 06/17/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 68.730 103,095.00 105 FURNISH PILING (CLASS 900) M 30.0000 519,000.00 17,295.485 518,864.55 106 DRIVE PILE (CLASS 900) EA 1,400.0000 1,019,200.00 733.000 1,026,200.00 (S) 107 FURNISH PILING (CLASS 625) M 31.0000 177,010.00 5,929.127 183,802.94 108 DRIVE PILE (CLASS 625) EA 1,200.0000 315,600.00 263.000 315,600.00 (S) 109 FURNISH PILING (CLASS 400) M 36.0000 86,688.00 2,457.948 88,486.13 110 DRIVE PILE (CLASS 400) EA 1,300.0000 189,800.00 150.000 195,000.00 (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 0.093 46,500.00 0.914 457,000.00 (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 2,836.623 921,902.48 (F) 116 STRUCTURAL CONCRETE, BRIDGE M3 410.0000 5,453,000.00 992.321 406,851.61 13,163.714 5,397,122.74 (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 164,000.00 290.500 116,200.00 (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 252,000.00 191.770 268,478.00 (F) 121 MINOR CONCRETE (BACKFILL) M3 150.0000 45,300.00 77.260 11,589.00 122 FRACTURED RIB TEXTURE M2 80.0000 23,200.00 303.210 24,256.80 (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 10.000 25,000.00 (S) 125 JOINT SEAL (TYPE B - MR 40 MM) M 115.0000 3,220.00 19.500 2,242.50 (S) 126 JOINT SEAL (TYPE B - MR 50 MM) M 115.0000 3,680.00 15.900 1,828.50 (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 36.000 9,900.00 (S) 129 JOINT SEAL ASSEMBLY (MR 80 MM) M 275.0000 9,350.00 34.200 9,405.00 (S) 130 JOINT SEAL ASSEMBLY (MR 100 MM) M 275.0000 4,400.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 6 DATE 06/17/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-438614 TIME 12:56 PM ESTIMATE NO. 46 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 06/20/02 R.E. NAME: BALALLO, RAY DATE OF THIS ESTIMATE 06/17/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,497,550.00 111,976.000 123,173.60 2,329,495.010 2,562,444.51 (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 48,851.250 195,405.00 (F) 138 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 22,000.00 44,000.000 22,000.00 (SF) 139 920 MM CAST-IN-DRILLED-HOLE M 1,500.0000 84,000.00 56.000 84,000.00 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 33.000 5,280.00 142 ROADSIDE SIGN - TWO POST EA 500.0000 9,500.00 15.000 7,500.00 143 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 2,100.00 10.000 1,000.00 METHOD) 144 INSTALL SIGN PANEL ON EXISTING FRAME M2 45.0000 4,455.00 88.900 4,000.50 145 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 18.300 1,830.00 2,371.340 237,134.00 147 600 MM ALTERNATIVE PIPE CULVERT M 220.0000 198,000.00 864.810 190,258.20 148 750 MM ALTERNATIVE PIPE CULVERT M 280.0000 182,000.00 218.000 61,040.00 545.070 152,619.60 149 900 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 20.000 8,000.00 151 900 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 90,000.00 143.000 286,000.00 (CLASS IV) 154 450 MM CORRUGATED STEEL PIPE M 200.0000 72,000.00 270.890 54,178.00 (2.01 MM THICK) 155 450 MM SLOTTED CORRUGATED STEEL PIPE M 300.0000 42,000.00 85.600 25,680.00 (1.63 MM THICK) 156 80 MM PLASTIC PIPE (EDGE DRAIN) M 15.0000 105,450.00 338.320 5,074.80 5,635.220 84,528.30 157 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 40.0000 32,400.00 617.200 24,688.00 PROGRAM CAS145 PAGE 7 DATE 06/17/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-438614 TIME 12:56 PM ESTIMATE NO. 46 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 06/20/02 R.E. NAME: BALALLO, RAY DATE OF THIS ESTIMATE 06/17/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 20.690 2,069.00 (2.01 MM THICK) 160 450 MM ENTRANCE TAPER EA 300.0000 900.00 3.000 900.00 161 450 MM ANCHOR ASSEMBLY EA 200.0000 4,800.00 20.000 4,000.00 162 711 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 12.000 3,000.00 (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 2.000 1,600.00 168 450 MM ALTERNATIVE FLARED END SECTION EA 500.0000 9,500.00 8.000 4,000.00 169 600 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 4.000 2,800.00 5.000 3,500.00 171 900 MM ALTERNATIVE FLARED END SECTION EA 800.0000 6,400.00 3.000 2,400.00 172 900 MM PRECAST CONCRETE PIPE INLET M 1,000.0000 11,000.00 4.000 4,000.00 173 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 3,876.500 290,737.50 175 ROCK SLOPE PROTECTION M3 100.0000 52,000.00 308.170 30,817.00 (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 7,533.400 15,066.80 180 MINOR CONCRETE (MISCELLANEOUS M3 300.0000 255,000.00 6.440 1,932.00 733.590 220,077.00 CONSTRUCTION) 181 MINOR CONCRETE (GUTTER) M 60.0000 35,760.00 555.300 33,318.00 (F) 182 MINOR CONCRETE (COBBLESTONE TEXTURED M2 65.0000 107,250.00 1,119.220 72,749.30 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 1,036.000 3,108.00 15,714.000 47,142.00 (SF) PROGRAM CAS145 PAGE 8 DATE 06/17/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-438614 TIME 12:56 PM ESTIMATE NO. 46 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 06/20/02 R.E. NAME: BALALLO, RAY DATE OF THIS ESTIMATE 06/17/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,450.000 14,500.00 (SF)(RESTRAINER - CABLE TYPE) 186 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 51,000.00 660.000 6,600.00 4,590.000 45,900.00 (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 1,398.100 41,943.00 (S) VINYL-CLAD) 189 CHAIN LINK FENCE M 35.0000 93,450.00 2,007.900 70,276.50 (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 13.000 455.00 193 METAL BEAM GUARD RAILING (WOOD POST) M 55.0000 79,750.00 1,784.180 98,129.90 (S) 194 CHAIN LINK RAILING (TYPE 7) M 200.0000 9,000.00 44.620 8,924.00 195 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 173,200.00 837.200 66,976.00 (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 153,000.00 957.000 143,550.00 201 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 30.600 22,950.00 204 CONCRETE BARRIER M 240.0000 218,400.00 1,667.000 400,080.00 (TYPE 60C) 205 CONCRETE BARRIER (TYPE 60D) M 100.0000 16,000.00 157.091 15,709.10 206 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 5.000 3,000.00 (S) 209 CABLE ANCHOR ASSEMBLY EA 500.0000 4,000.00 8.000 4,000.00 (S) (BREAKAWAY, TYPE B) 210 TERMINAL SECTION (TYPE B) EA 50.0000 250.00 5.000 250.00 (S) 211 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 46,200.00 14.000 30,800.00 (S) PROGRAM CAS145 PAGE 9 DATE 06/17/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-438614 TIME 12:56 PM ESTIMATE NO. 46 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 06/20/02 R.E. NAME: BALALLO, RAY DATE OF THIS ESTIMATE 06/17/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 12,000.00 (S) 214 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 31,600.00 234.440 9,377.60 215 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 10,240.00 1,177.400 2,354.80 216 200 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 24,032.350 12,016.18 (S) 219 PAINT PAVEMENT MARKING (2-COAT) M2 24.0000 3,600.00 20.730 497.52 (S) 220 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 15,440.00 4,057.000 8,114.00 (S) 221 PAVEMENT MARKER (REFLECTIVE) EA 4.0000 17,840.00 2,726.000 10,904.00 (S) 222 SIGNAL AND LIGHTING (LOCATION 1) LS 75,000.0000 75,000.00 1.000 75,000.00 (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 0.600 45,000.00 (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 0.100 30,000.00 0.840 252,000.00 (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 1.000 300,000.00 (S) 231 MODULATED LIGHT SIGNAL DETECTION EA 2,500.0000 20,000.00 2.000 5,000.00 (S) SYSTEM PROGRAM CAS145 PAGE 10 DATE 06/17/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-438614 TIME 12:56 PM ESTIMATE NO. 46 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 06/20/02 R.E. NAME: BALALLO, RAY DATE OF THIS ESTIMATE 06/17/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 974,716.50 35,178,257.40 ADJUSTMENT OF COMPENSATION 0.00 1,103,885.36 EXTRA WORK 53,406.04 4,065,562.84 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,028,122.54 40,347,705.60 232 MOBILIZATION LS 3874,000.0000 3,874,000.00 1.000 3,874,000.00 ORIGINAL CONTRACT AMOUNT 38,746,566.00 TOTAL WORK COMPLETED 1,028,122.54 44,221,705.60 MATERIALS ON HAND ON SITE 80,467.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -1,218.75 -3,818.75 TOTAL 1,026,903.79 44,298,353.85 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 07/19/02 738 179 155 6 93% 97% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PENDING CCO DAYS BALALLO, RAY RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 06/17/02