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 12/31/02 EST. NO.52 TIME 07:38 AM 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 1043 1,433.88 E.W. @ F.A.(+) 051402 N 001439 1044 188.65 092602 N 001497 1045 713.86 060302 N 001449 1046 910.57 121201 N 001993 1047 1,587.00 060702 N 001454 1048 317.88 091102 N 001488 1049 116.00 092002 N 001493 1050 587.34 092002 N 001494 1051 1,187.81 092102 N 001516 1052 1,128.31 111102 N 001523 1053 263.35 071102 N 001473 1054 98.38 100302 N 001500 1055 373.34 071802 N 001515 1056 1,178.53 103002 N 001509 1057 696.05 102502 N 001507 1058 106.43 060702 N 001992 1059 155.25 092602 N 001498 1060 1,000.04 102802 N 001505 1061 747.50 112502 N 001529 1062 1,244.71 051502 N 001438 1063 161.96 121799 N 001991 055 0002 1,257.11 E.W. @ F.A.(+) 011502 N 055004 0003 620.85 052502 N 055005 070 0127 920.00 E.W. @ F.A.(+) 080602 N 070077 0128 1,000.04 103102 N 070092 0129 729.63 110602 N 070094 077 0007 2,740.78 E.W. @ F.A.(+) 060302 N 077006 0008 4,707.29 060402 N 077007 086 0004 1,358.81 E.W. @ F.A.(+) 041202 N 086001 096 0031 3,251.18 E.W. @ F.A.(+) 090402 N 196025 110 0078 2,019.30 E.W. @ F.A.(+) 071702 N 001478 130 0001 66,851.53 A.C. @ L.S.(+) 121602 N 130001 165 0005 582.32 E.W. @ F.A.(+) 060602 N 165004 0006 437.21 051102 N 165006 0007 116.44 060602 N 165005 179 0007 310.50 E.W. @ F.A.(+) 072402 N 179023 0008 155.25 072202 N 179019 187 0019 710.22 E.W. @ F.A.(+) 081302 Y 187019 0020 946.98 081402 Y 187020 0021 495.03 091602 Y 187021 0022 772.34 091802 Y 187022 0023 216.04 091902 Y 187023 0024 1,102.69 091202 Y 187024 0025 548.19 100302 Y 187025 0026 91.51 091202 Y 187026 0027 496.13 091302 Y 187027 0028 15.19 091302 Y 187028 0029 905.63 092002 Y 187034 196 0005 944.21 E.W. @ F.A.(+) 091302 N 196005 0006 983.79 091902 N 196007 0007 216.94 091902 N 196008 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 12/31/02 EST. NO.52 TIME 07:38 AM 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 --------------------------------------------------------------------------- 0008 1,256.89 091302 N 196019 0009 4,630.98 091302 N 196020 0010 418.96 091302 N 196021 0011 2,251.21 051302 N 196023 0012 1,551.14 081902 N 196031 0013 334.10 092002 N 196009 0014 122.62 092002 N 196010 0015 1,768.53 080202 N 196015 0016 374.29 080202 N 196029 0017 1,628.67 091302 N 196999 201 0004 127.56 E.W. @ F.A.(+) 071202 N 201003 212 0004 4,274.97 E.W. @ F.A.(+) 092402 N 212006 0005 234.60 062002 N 212008 0006 3,977.35 062502 N 212004 0007 5,322.69 062502 N 212011 214 0003 698.63 A.C. @ F.A.(+) 081002 N 214004 0004 3,601.47 091902 N 214005 0005 2,518.50 091902 N 214006 0006 3,266.00 080902 N 214002 0007 621.00 092002 N 214008 0008 2,366.95 092302 N 214009 0009 621.00 092302 N 214010 0010 3,773.19 092002 N 214007 217 0001 1,514.37 E.W. @ F.A.(+) 091602 N 217005 156,955.64 TOTAL THIS ESTIMATE 5,986,505.84 TOTAL PREVIOUS ESTIMATE 6,143,461.48 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 12/31/02 EST. NO.52 TIME 07:38 AM 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 SWPPP NOT COMPLIED -25,000.00 47 CREDITSWAPPPDEDUCTIO 25,000.00 49 RE-STAKING CHARGES -11,400.00 52 -11,400.00 -15,218.75 LABOR COMPLIANCE VIOLATION DELINQUENT DOCUMENTS -10,000.00 47 MISSING CEM-2402 AND -10,000.00 52 -10,000.00 -20,000.00 LIQUIDATED DAMAGES LIQUIDATED DAMAGES -26,400.00 48 CREDIT11DAYSOFLIQ 26,400.00 49 LIQUIDATEDDAMAGES -52,800.00 49 CREDIT 22 DAYS OFLIQ 52,800.00 50 LIQUIDATED DAMAGE -76,800.00 50 CREDIT10/20/02LDDED 76,800.00 51 LD,9/26/02THRU11/20 -134,400.00 51 0.00 -134,400.00 TOTAL DEDUCTIONS -21,400.00 -169,618.75 PROGRAM CAS145 PAGE 1 DATE 12/31/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-438614 TIME 07:38 AM ESTIMATE NO. 52 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 12/09/02 R.E. NAME: BALALLO, RAY DATE OF THIS ESTIMATE 12/31/02 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 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 0.100 1,000.00 1.000 10,000.00 002 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 1.000 25,000.00 PLAN 010 WATER POLLUTION CONTROL LS 75,000.0000 75,000.00 1.000 75,000.00 011 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 1.000 60,000.00 (S) 017 TRAFFIC CONTROL SYSTEM LS 225,000.0000 225,000.00 1.000 225,000.00 (S) 018 TYPE III BARRICADE EA 100.0000 16,000.00 97.000 9,700.00 019 TEMPORARY PAVEMENT MARKING (PAINT) M2 23.0000 6,670.00 400.820 9,218.86 020 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 49,602.260 49,602.26 022 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 91,200.00 2,265.000 67,950.00 PROGRAM CAS145 PAGE 2 DATE 12/31/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-438614 TIME 07:38 AM ESTIMATE NO. 52 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 12/09/02 R.E. NAME: BALALLO, RAY DATE OF THIS ESTIMATE 12/31/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 15,942.000 63,768.00 024 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 1,050,000.00 188.980 13,228.60 21,468.930 1,502,825.10 029 TEMPORARY CRASH CUSHION MODULE EA 250.0000 155,000.00 8.000 2,000.00 886.000 221,500.00 030 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 31.000 31,000.00 032 ABANDON INLET EA 1,000.0000 12,000.00 10.000 10,000.00 033 ABANDON PIPELINE EA 1,000.0000 1,000.00 1.000 1,000.00 034 ABANDON WATER WELL LS 10,000.0000 10,000.00 0.000 0.00 035 OBLITERATE SURFACING M2 2.0000 19,400.00 13,963.000 27,926.00 036 REMOVE FLARED END SECTION EA 500.0000 18,500.00 38.000 19,000.00 037 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 42,400.00 14,873.670 29,747.34 038 REMOVE PAINTED PAVEMENT MARKING M2 25.0000 3,750.00 54.140 1,353.50 039 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 16,200.00 2,756.430 5,512.86 040 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.0000 9,250.00 14.940 373.50 041 REMOVE PAVEMENT MARKER EA 1.0000 8,840.00 9,311.000 9,311.00 042 REMOVE ROADSIDE SIGN EA 100.0000 8,900.00 63.000 6,300.00 043 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 10.000 10,000.00 045 REMOVE CULVERT M 100.0000 66,000.00 811.170 81,117.00 046 REMOVE INLET EA 1,000.0000 13,000.00 15.000 15,000.00 047 REMOVE HEADWALL EA 1,000.0000 34,000.00 13.000 13,000.00 048 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 12/31/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-438614 TIME 07:38 AM ESTIMATE NO. 52 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 12/09/02 R.E. NAME: BALALLO, RAY DATE OF THIS ESTIMATE 12/31/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,477.850 86,946.25 052 RECONSTRUCT CHAIN LINK GATE EA 500.0000 1,500.00 3.000 1,500.00 053 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 69,600.00 893.900 71,512.00 056 RELOCATE CRASH CUSHION EA 250.0000 3,000.00 12.000 3,000.00 057 RELOCATE ROADSIDE SIGN EA 250.0000 1,250.00 5.000 1,250.00 058 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 16,857.590 84,287.95 (S) 062 REMOVE CONCRETE M3 50.0000 90,000.00 3,111.950 155,597.50 063 REMOVE CONCRETE BARRIER M 100.0000 28,000.00 312.350 31,235.00 064 CAP MANHOLE EA 1,000.0000 3,000.00 5.000 5,000.00 065 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 1.000 150,000.00 070 ROADWAY EXCAVATION M3 25.0000 1,877,500.00 9,814.000 245,350.00 104,696.000 2,617,400.00 071 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 4,000.530 100,013.25 (F) PROGRAM CAS145 PAGE 4 DATE 12/31/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-438614 TIME 07:38 AM ESTIMATE NO. 52 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 12/09/02 R.E. NAME: BALALLO, RAY DATE OF THIS ESTIMATE 12/31/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 66,000.00 505.680 60,681.60 080 DITCH EXCAVATION M3 25.0000 15,000.00 598.400 14,960.00 081 EARTH RETAINING STRUCTURE, LOCATION A M2 500.0000 390,000.00 780.000 390,000.00 (F) 082 EARTH RETAINING STRUCTURE, LOCATION B M2 500.0000 135,000.00 270.000 135,000.00 (F) 083 EARTH RETAINING STRUCTURE, LOCATION C M2 500.0000 107,500.00 215.000 107,500.00 (F) 084 EARTH RETAINING STRUCTURE, LOCATION D M2 500.0000 67,500.00 135.000 67,500.00 (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 67.510 40,506.00 087 FIBER (EROSION CONTROL) KG 1.0000 11,220.00 23,055.610 23,055.61 088 PURE LIVE SEED (EROSION CONTROL) KG 20.0000 19,800.00 2,016.720 40,334.40 089 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 5,050.00 19,912.320 19,912.32 090 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 5,360.00 2,734.730 10,938.92 091 200 MM CORRUGATED HIGH DENSITY M 150.0000 55,500.00 412.934 61,940.10 (S) POLYETHYLENE PIPE CONDUIT 092 CLASS 4 AGGREGATE SUBBASE M3 27.0000 1,171,800.00 49,501.600 1,336,543.20 093 CLASS 3 AGGREGATE BASE M3 50.0000 485,000.00 6,854.490 342,724.50 094 CEMENT TREATED BASE M3 70.0000 2,002,000.00 37,523.200 2,626,624.00 (PLANT-MIXED, CLASS A) 095 ASPHALTIC EMULSION (CURING SEAL) TONN 1.0000 170.00 97.064 97.06 096 ASPHALT TREATED PERMEABLE BASE M3 65.0000 689,000.00 13,690.180 889,861.70 097 ASPHALT CONCRETE TONN 37.0000 4,255,000.00 134,471.620 4,975,449.94 098 ASPHALT CONCRETE (OPEN GRADED) TONN 30.0000 354,000.00 131.540 3,946.20 10,214.290 306,428.70 099 PAVING ASPHALT (BINDER-PAVEMENT TONN 1.0000 18.00 23.460 23.46 REINFORCING FABRIC) 100 PAVEMENT REINFORCING FABRIC M2 1.0000 14,800.00 13,000.020 13,000.02 101 PLACE ASPHALT CONCRETE DIKE M 6.0000 13,200.00 2,023.430 12,140.58 102 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 30.0000 4,800.00 138.140 4,144.20 AREA) 103 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 6.0000 18,120.00 3,076.520 18,459.12 PROGRAM CAS145 PAGE 5 DATE 12/31/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-438614 TIME 07:38 AM ESTIMATE NO. 52 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 12/09/02 R.E. NAME: BALALLO, RAY DATE OF THIS ESTIMATE 12/31/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 90,000.00 112.950 169,425.00 105 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 1.000 500,000.00 (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 13,314.414 5,458,909.74 (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 164,000.00 410.000 164,000.00 (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 252,000.00 201.880 282,632.00 (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 32,800.00 410.000 32,800.00 (F) 124 PTFE BEARING EA 2,500.0000 50,000.00 20.000 50,000.00 (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 25.900 2,978.50 (S) 127 JOINT SEAL ASSEMBLY (MR 60 MM) M 275.0000 4,400.00 16.000 4,400.00 (S) 128 JOINT SEAL ASSEMBLY (MR 70 MM) M 275.0000 12,650.00 46.000 12,650.00 (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 16.000 4,400.00 (S) PROGRAM CAS145 PAGE 6 DATE 12/31/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-438614 TIME 07:38 AM ESTIMATE NO. 52 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 12/09/02 R.E. NAME: BALALLO, RAY DATE OF THIS ESTIMATE 12/31/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 32.000 28,800.00 (S) 132 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,500.0000 24,000.00 16.000 24,000.00 (S) 133 BAR REINFORCING STEEL (BRIDGE) KG 1.1000 2,497,550.00 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 64.000 10,240.00 142 ROADSIDE SIGN - TWO POST EA 500.0000 9,500.00 25.000 12,500.00 143 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 2,100.00 2.000 200.00 25.000 2,500.00 METHOD) 144 INSTALL SIGN PANEL ON EXISTING FRAME M2 45.0000 4,455.00 113.680 5,115.60 145 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 2,468.440 246,844.00 147 600 MM ALTERNATIVE PIPE CULVERT M 220.0000 198,000.00 851.410 187,310.20 148 750 MM ALTERNATIVE PIPE CULVERT M 280.0000 182,000.00 615.070 172,219.60 149 900 MM ALTERNATIVE PIPE CULVERT M 300.0000 42,000.00 128.900 38,670.00 150 750 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 72,000.00 281.890 56,378.00 (2.01 MM THICK) 155 450 MM SLOTTED CORRUGATED STEEL PIPE M 300.0000 42,000.00 128.600 38,580.00 (1.63 MM THICK) 156 80 MM PLASTIC PIPE (EDGE DRAIN) M 15.0000 105,450.00 6,552.420 98,286.30 157 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 40.0000 32,400.00 736.200 29,448.00 PROGRAM CAS145 PAGE 7 DATE 12/31/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-438614 TIME 07:38 AM ESTIMATE NO. 52 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 12/09/02 R.E. NAME: BALALLO, RAY DATE OF THIS ESTIMATE 12/31/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 24.000 4,800.00 162 711 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 73.000 18,250.00 (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 16.000 8,000.00 169 600 MM ALTERNATIVE FLARED END SECTION EA 600.0000 1,800.00 3.000 1,800.00 170 750 MM ALTERNATIVE FLARED END SECTION EA 700.0000 7,000.00 5.000 3,500.00 171 900 MM ALTERNATIVE FLARED END SECTION EA 800.0000 6,400.00 8.000 6,400.00 172 900 MM PRECAST CONCRETE PIPE INLET M 1,000.0000 11,000.00 7.500 7,500.00 173 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 52,000.00 422.270 42,227.00 (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 265,300.00 756.500 264,775.00 (F) 178 SLOPE PAVING (MASONRY BLOCK) M2 100.0000 17,000.00 64.000 6,400.00 (F) 179 ROCK SLOPE PROTECTION FABRIC M2 2.0000 10,400.00 7,841.500 15,683.00 180 MINOR CONCRETE (MISCELLANEOUS M3 300.0000 255,000.00 855.620 256,686.00 CONSTRUCTION) 181 MINOR CONCRETE (GUTTER) M 60.0000 35,760.00 598.100 35,886.00 (F) 182 MINOR CONCRETE (COBBLESTONE TEXTURED M2 65.0000 107,250.00 1,226.400 79,716.00 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 18,403.000 55,209.00 (SF) PROGRAM CAS145 PAGE 8 DATE 12/31/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-438614 TIME 07:38 AM ESTIMATE NO. 52 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 12/09/02 R.E. NAME: BALALLO, RAY DATE OF THIS ESTIMATE 12/31/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,900.000 29,000.00 (SF)(RESTRAINER - CABLE TYPE) 186 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 51,000.00 5,100.000 51,000.00 (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 1,480.700 44,421.00 (S) VINYL-CLAD) 189 CHAIN LINK FENCE M 35.0000 93,450.00 2,229.100 78,018.50 (S) (TYPE CL-1.83, VINYL-CLAD) 190 SURVEY MONUMENT (TYPE D) EA 400.0000 4,400.00 11.000 4,400.00 191 DELINEATOR (CLASS 1) EA 30.0000 4,620.00 162.000 4,860.00 192 OBJECT MARKER EA 35.0000 1,400.00 37.000 1,295.00 193 METAL BEAM GUARD RAILING (WOOD POST) M 55.0000 79,750.00 2,317.580 127,466.90 (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 2,986.950 209,086.50 196 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 2,210.600 176,848.00 (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 37,400.00 187.000 37,400.00 202 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 2,142.320 514,156.80 (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 20.000 10,000.00 (TYPE 60GE) 207 REMOVABLE BARRIER POST EA 1,500.0000 6,000.00 5.000 7,500.00 208 CABLE ANCHOR ASSEMBLY EA 600.0000 1,800.00 6.000 3,600.00 (S) 209 CABLE ANCHOR ASSEMBLY EA 500.0000 4,000.00 10.000 5,000.00 (S) (BREAKAWAY, TYPE B) 210 TERMINAL SECTION (TYPE B) EA 50.0000 250.00 8.000 400.00 (S) 211 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 46,200.00 19.000 41,800.00 (S) PROGRAM CAS145 PAGE 9 DATE 12/31/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-438614 TIME 07:38 AM ESTIMATE NO. 52 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 12/09/02 R.E. NAME: BALALLO, RAY DATE OF THIS ESTIMATE 12/31/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 400.00 (S) 213 CRASH CUSHION, SAND FILLED EA 4,000.0000 16,000.00 4.000 16,000.00 (S) 214 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 31,600.00 339.030 13,561.20 215 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 10,240.00 6,255.530 12,511.06 216 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 5,040.00 2,476.960 4,953.92 (BROKEN 3.66 M - 0.92 M) 217 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 360.00 1,486.060 1,486.06 (BROKEN 5.18 M - 2.14 M) 218 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 16,900.00 49,627.170 24,813.59 (S) 219 PAINT PAVEMENT MARKING (2-COAT) M2 24.0000 3,600.00 63.330 1,519.92 (S) 220 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 15,440.00 9,282.000 18,564.00 (S) 221 PAVEMENT MARKER (REFLECTIVE) EA 4.0000 17,840.00 5,617.000 22,468.00 (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 1.000 75,000.00 (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 1.000 300,000.00 (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 1.000 100,000.00 (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 8.000 20,000.00 (S) SYSTEM PROGRAM CAS145 PAGE 10 DATE 12/31/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-438614 TIME 07:38 AM ESTIMATE NO. 52 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 12/09/02 R.E. NAME: BALALLO, RAY DATE OF THIS ESTIMATE 12/31/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 265,724.80 38,472,550.09 ADJUSTMENT OF COMPENSATION 84,318.27 1,210,109.63 EXTRA WORK 72,637.37 4,933,351.85 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 422,680.44 44,616,011.57 232 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 422,680.44 48,490,011.57 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -21,400.00 -169,618.75 TOTAL 401,280.44 48,320,392.82 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 10/08/98 600 10/13/98 10/13/98 12/09/02 860 179 170 6 100% 100% BALALLO, RAY RESIDENT ENGINEER PROGRAM CAS145 DATE 12/31/02