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 11/22/00 EST. NO.10 TIME 09:12 AM R.E. NAME: LONCHARICH, KEN 04-013014 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0003 10,094.52 E.W. @ F.A.(+) 103000 T 389 0 004 0010 152.94 E.W. @ F.A.(+) 081100 T 276. 0 0011 414.40 041900 T 218 0 0012 414.40 042000 T 219. 0 0013 2,673.23 053100 T 337 0 0014 3,209.69 100500 T 277 0 0015 407.03 030300 T 271 0 0016 518.32 042600 T 272 0 0017 110.80 080900 T 282 0 0018 590.94 081000 T 275 0 0019 385.06 041800 T 1015 0 0020 2,803.49 020800 T 111 0 0021 294.21 030100 T 270 0 012 0002-1 -1,448.68 E.W. @ F.A.(+) 032300 T 44.0 0 DAO CORRECTING ENTRY 0094 2,491.51 060400 T 35. 0 0100 356.91 072300 T 167 0 0106 2,165.32 081600 T 269 0 0107 2,242.04 081700 T 295 0 0108 2,242.04 081800 T 296 0 0109 2,242.04 082100 T 297 0 0110 295.81 081400 T 301 0 0114 1,890.36 092300 T 268 0 0116 1,300.65 080800 T 298 0 0118 505.95 100500 T 283 0 0119 505.95 100600 T 284 0 0120 295.81 081200 T 299 0 0121 295.81 081300 T 300 0 0122 295.81 081500 T 302 0 0123 295.81 081600 T 303 0 0124 295.81 081700 T 304 0 0125 295.81 081800 T 305 0 0126 295.81 081900 T 306 0 0127 295.81 082000 T 307 0 0128 295.81 082100 T 308 0 0129 295.81 082200 T 309 0 0130 295.81 082300 T 310 0 0131 6,425.82 082400 T 378 0 0132 295.81 082400 T 311 0 0134 317.87 081500 T 201 0 0141 774.85 080100 T 185 0 0144 539.12 080500 T 190 0 027 0001 259.90 E.W. @ F.A.(+) 100300 T 388 0 0002 1,310.11 100400 T 285 0 0003 29.33 101000 T 286 0 50,065.65 TOTAL THIS ESTIMATE 1,115,229.30 TOTAL PREVIOUS ESTIMATE 1,165,294.95 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 11/22/00 EST. NO.10 TIME 09:12 AM R.E. NAME: LONCHARICH, KEN 04-013014 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RESTAKE CHARGES -400.00 06 RESTAKE CHARGES 400.00 07 0.00 0.00 LABOR COMPLIANCE VIOLATION LUCAS MARINE PAYROLL -10,000.00 07 LUCAS MARINE PAYROLL 10,000.00 09 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 11/22/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013014 TIME 09:12 AM ESTIMATE NO. 10 BID OPENING 01/11/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/00 R.E. NAME: LONCHARICH, KEN DATE OF THIS ESTIMATE 11/22/00 LOCATION RERUN PROGRESS ESTIMATE 04-CC-80-13.8/14.7 ----------------------- 04-SOL-80-0.0/0.5 FCI CONSTRUCTOR INC. IN CONTRA COSTA AND SOLANO COUNTIES CLEVELAND BRIDGE CALIFORNIA AT CROCKETT AND VALLEJO AT THE INC A JOINT VENTURE WESTBOUND CARQUINEZ BRIDGE AND CURTIS WELTZ OVERHEAD 90 GREAT OAKS BLVD SUITE 105 SAN JOSE, CA 95119 FED. AID NO. N O N E REPLACE WEST SPAN CARQUINEZ BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 ELECTRONIC MOBILE DAILY DAIRY COMPUTER LS 19,200.0000 19,200.00 0.184 3,532.80 SYSTEM DATA DELIVERY 002 TIME RELATED OVERHEAD LS 6000,000.0000 26000,000.00 0.026 676,000.00 0.246 6,396,000.00 003 ESTABLISH MARINE ACCESS LS 960,000.0000 960,000.00 0.940 902,400.00 004 PROGRESS SCHEDULE (CRITICAL PATH) LS 20,000.0000 20,000.00 0.020 400.00 0.210 4,200.00 005 PREPARE STORM WATER POLLUTION PREVENTION LS 25,000.0000 25,000.00 1.000 25,000.00 PLAN 006 WATER POLLUTION CONTROL LS 125,000.0000 125,000.00 0.020 2,500.00 0.342 42,750.00 007 NON-STORM WATER DISCHARGE LS 200,000.0000 200,000.00 0.020 4,000.00 0.690 138,000.00 008 TEMPORARY COVER M2 4.0000 20,000.00 700.000 2,800.00 009 TEMPORARY DRAINAGE INLET PROTECTION EA 550.0000 10,450.00 13.000 7,150.00 010 TEMPORARY EROSION CONTROL M2 2.0000 20,200.00 4,047.000 8,094.00 011 TEMPORARY CONCRETE WASHOUT EA 2,000.0000 66,000.00 8.000 16,000.00 012 TEMPORARY CONSTRUCTION ROAD M2 30.0000 19,200.00 460.000 13,800.00 013 TEMPORARY SILT FENCE M 10.0000 55,500.00 268.000 2,680.00 1,432.000 14,320.00 014 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.850 42,500.00 (S) 015 TRAFFIC CONTROL SYSTEM LS 120,000.0000 120,000.00 0.020 2,400.00 0.340 40,800.00 016 TYPE III BARRICADE EA 56.0000 1,456.00 8.000 448.00 (S) 017 TEMPORARY PAVEMENT MARKING (PAINT) M2 56.0000 2,576.00 13.920 779.52 (S) 018 CHANNELIZER (SURFACE MOUNTED) EA 56.0000 4,200.00 30.000 1,680.00 (S) 019 TEMPORARY RAILING (TYPE K) M 42.0000 167,832.00 27.000 1,134.00 2,310.000 97,020.00 (S) 020 TEMPORARY CRASH CUSHION MODULE EA 247.0000 23,465.00 77.000 19,019.00 (S) 021 ABANDON 75 MM WATER LINE LS 6,000.0000 6,000.00 0.000 0.00 022 ABANDON SEWER LS 6,000.0000 6,000.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 11/22/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013014 TIME 09:12 AM ESTIMATE NO. 10 BID OPENING 01/11/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/00 R.E. NAME: LONCHARICH, KEN DATE OF THIS ESTIMATE 11/22/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE CHAIN LINK FENCE M 17.0000 15,521.00 208.000 3,536.00 024 REMOVE PAVEMENT MARKING M2 28.0000 19,404.00 104.900 2,937.20 025 REMOVE PAVEMENT MARKER EA 6.0000 2,682.00 324.000 1,944.00 026 REMOVE ROADSIDE SIGN EA 56.0000 1,344.00 0.000 0.00 027 REMOVE SIGN STRUCTURE EA 2,816.0000 5,632.00 0.000 0.00 028 REMOVE CULVERT M 282.0000 3,666.00 12.500 3,525.00 12.500 3,525.00 029 REMOVE INLET EA 845.0000 4,225.00 4.000 3,380.00 4.000 3,380.00 030 REMOVE DOWNDRAIN M 56.0000 1,456.00 15.000 840.00 15.000 840.00 031 REMOVE BASE AND SURFACING M3 20.0000 49,240.00 1,512.000 30,240.00 032 SALVAGE METAL BEAM GUARD RAILING M 56.0000 4,200.00 0.000 0.00 033 SALVAGE ROADSIDE SIGN EA 56.0000 336.00 0.000 0.00 034 RELOCATE ROADSIDE SIGN-ONE POST EA 113.0000 1,469.00 0.000 0.00 035 ADJUST INLET EA 282.0000 846.00 0.000 0.00 036 MODIFY INLET TO MANHOLE EA 3,379.0000 6,758.00 0.000 0.00 037 PLANE ASPHALT CONCRETE PAVEMENT M2 56.0000 11,760.00 0.000 0.00 (S) 038 REMOVE CONCRETE BARRIER M 69.0000 9,660.00 0.000 0.00 039 REMOVE CRASH CUSHION EA 117.0000 819.00 0.000 0.00 040 REMOVE FENDER LS 243,227.0000 243,227.00 0.150 36,484.05 041 CLEARING AND GRUBBING LS 192,000.0000 192,000.00 1.000 192,000.00 042 DEMOLISH MAINTENANCE FACILITY CONCRETE LS 140,779.0000 140,779.00 0.950 133,740.05 043 LEAD PAINT REMOVAL LS 140,779.0000 140,779.00 1.000 140,779.00 (MAINTENANCE FACILITY) 044 ASBESTOS REMOVAL LS 281,558.0000 281,558.00 1.000 281,558.00 (MAINTENANCE FACILITY) 045 ROADWAY EXCAVATION M3 50.0000 296,500.00 4,000.000 200,000.00 9,373.000 468,650.00 (HAZARDOUS) 046 ROADWAY EXCAVATION M3 50.0000 1662,100.00 26,406.000 1,320,300.00 (CONTAMINATED) 047 UTILITY EXCAVATION M3 100.0000 168,500.00 1,600.000 160,000.00 (HAZARDOUS) 048 UTILITY EXCAVATION M3 100.0000 4,000.00 40.000 4,000.00 (CONTAMINATED) 049 STRUCTURE EXCAVATION (BRIDGE) M3 40.0000 190,000.00 4,750.000 190,000.00 (F) PROGRAM CAS145 PAGE 3 DATE 11/22/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013014 TIME 09:12 AM ESTIMATE NO. 10 BID OPENING 01/11/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/00 R.E. NAME: LONCHARICH, KEN DATE OF THIS ESTIMATE 11/22/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 051 STRUCTURE EXCAVATION (TYPE A) (CLASS I) M3 130.0000 557,700.00 0.000 0.00 (F) 052 STRUCTURE EXCAVATION (TYPE A) (CLASS II) M3 150.0000 1181,250.00 187.000 28,050.00 980.000 147,000.00 (F) 053 STRUCTURE EXCAVATION (TYPE D) M3 130.0000 44,850.00 -87.480 -11,372.40 1,174.520 152,687.60 (F) 054 STRUCTURE EXCAVATION (ROCK) M3 150.0000 2295,000.00 1,711.280 256,692.00 8,339.520 1,250,928.00 (F) 055 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 33,750.00 675.000 33,750.00 (F) 056 STRUCTURE EXCAVATION M3 235.0000 175,075.00 0.000 0.00 (RETAINING WALL) (CLASS I) 057 STRUCTURE EXCAVATION M3 50.0000 76,850.00 2,464.000 123,200.00 (RETAINING WALL) (CLASS II) 058 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 50.0000 27,500.00 440.000 22,000.00 (F) 059 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 100.0000 34,000.00 323.000 32,300.00 (F) 060 STRUCTURE BACKFILL (BRIDGE) M3 50.0000 300,000.00 0.000 0.00 (F) 061 SAND FILL M3 205.0000 45,920.00 0.000 0.00 (F) 062 STRUCTURE BACKFILL (RETAINING WALL) M3 150.0000 244,350.00 1,255.000 188,250.00 (F) 063 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 480.0000 9,600.00 0.000 0.00 (F) 064 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 150.0000 7,500.00 0.000 0.00 (F) 065 CLASS 3 CONCRETE BACKFILL M3 200.0000 78,400.00 281.000 56,200.00 (F) 066 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 067 LEAN CONCRETE BACKFILL M3 150.0000 43,800.00 288.000 43,200.00 (F) 068 SOIL NAIL ASSEMBLY M 75.0000 200,100.00 2,352.000 176,400.00 (S) 069 LITTER RECEPTACLE EA 1,126.0000 2,252.00 0.000 0.00 (S) 070 DRINKING FOUNTAIN EA 2,816.0000 2,816.00 0.000 0.00 (S) 071 TREE GRATE EA 1,689.0000 1,689.00 0.000 0.00 (S) 072 BIKE RACK EA 2,816.0000 2,816.00 0.000 0.00 (S) 073 BENCH EA 2,816.0000 16,896.00 0.000 0.00 (S) 074 EROSION CONTROL (BLANKET) M2 6.0000 13,770.00 0.000 0.00 075 STRAW (EROSION CONTROL) TONN 845.0000 1,690.00 0.000 0.00 (S) 076 FIBER (EROSION CONTROL) KG 6.0000 2,970.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 4 DATE 11/22/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013014 TIME 09:12 AM ESTIMATE NO. 10 BID OPENING 01/11/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/00 R.E. NAME: LONCHARICH, KEN DATE OF THIS ESTIMATE 11/22/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 FIBER ROLLS (EROSION CONTROL) M 23.0000 20,930.00 0.000 0.00 (S) 078 FIBER ROLLS (CHECK DAMS) M 23.0000 2,622.00 0.000 0.00 (S) 079 SEED (EROSION CONTROL) KG 28.0000 1,008.00 0.000 0.00 (S) 080 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 23.0000 5,083.00 0.000 0.00 (S) 081 STABILIZING EMULSION (EROSION CONTROL) KG 23.0000 1,380.00 0.000 0.00 (S) 082 25 MM PLASTIC PIPE (PR 315) M 56.0000 840.00 0.000 0.00 (S) (SUPPLY LINE) 083 150 MM PLASTIC PIPE (PR 315) M 84.0000 1,680.00 0.000 0.00 (S) (SUPPLY LINE) 084 RELOCATE 100 MM ELECTRICAL LINE LS 100,000.0000 100,000.00 1.000 100,000.00 (S) 085 CLASS 4 AGGREGATE SUBBASE M3 11.0000 22,055.00 1,463.000 16,093.00 086 CLASS 3 AGGREGATE BASE M3 47.0000 35,156.00 218.000 10,246.00 087 CEMENT TREATED BASE M3 84.0000 376,740.00 0.000 0.00 (PLANT-MIXED, CLASS A) 088 ASPHALT TREATED PERMEABLE BASE M3 96.0000 99,456.00 0.000 0.00 089 ASPHALT CONCRETE (TYPE A) TONN 40.0000 850,800.00 6,371.000 254,840.00 090 ASPHALT CONCRETE (BRIDGE) TONN 80.0000 185,600.00 0.000 0.00 091 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 6.0000 1,068.00 0.000 0.00 092 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 6.0000 120.00 0.000 0.00 093 ASPHALTIC EMULSION (PAINT BINDER) TONN 500.0000 6,500.00 0.000 0.00 094 DRILLED HOLE (600 MM) M 30.0000 2,670.00 90.000 2,700.00 095 DRILLED HOLE (915 MM) M 100.0000 28,000.00 240.000 24,000.00 096 DRILLED HOLE (1.2 M) M 100.0000 35,500.00 355.000 35,500.00 097 STEEL SOLDIER PILE (W250 X 131) M 300.0000 9,600.00 0.000 0.00 098 STEEL SOLDIER PILE (W310 X 226) M 300.0000 48,000.00 151.000 45,300.00 099 STEEL SOLDIER PILE (W360 X 237) M 300.0000 16,500.00 55.000 16,500.00 100 STEEL SOLDIER PILE (W360 X 314) M 300.0000 72,000.00 172.000 51,600.00 101 STEEL SOLDIER PILE (W690 X 289) M 300.0000 106,500.00 355.000 106,500.00 102 FURNISH STEEL PIPE PILING (NPS 16) M 150.0000 861,000.00 0.000 0.00 103 DRIVE STEEL PIPE PILE (NPS 16) EA 3,500.0000 560,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 5 DATE 11/22/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013014 TIME 09:12 AM ESTIMATE NO. 10 BID OPENING 01/11/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/00 R.E. NAME: LONCHARICH, KEN DATE OF THIS ESTIMATE 11/22/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 3000 MM PERMANENT STEEL SHELL M 9,000.0000 4518,000.00 502.000 4,518,000.00 (S) 105 3000 MM CAST-IN-DRILLED-HOLE CONCRETE M 7,500.0000 7507,500.00 181.540 1,361,550.00 (S) PILING 106 2700 MM CAST-IN-DRILLED-HOLE CONCRETE M 7,500.0000 5407,500.00 170.000 1,275,000.00 (S) PILING (ROCK SOCKET) 107 INSTALL STATE-FURNISHED 3000 MM M 8,000.0000 3992,000.00 156.460 1,251,680.00 (S) PERMANENT STEEL SHELL 108 FURNISH CAST-IN-STEEL SHELL CONCRETE M 300.0000 3769,500.00 222.905 66,871.50 4,408.075 1,322,422.50 PILING (NPS 30) (TYPE A) 109 DRIVE CAST-IN-STEEL SHELL CONCRETE PILE EA 7,500.0000 2850,000.00 8.400 63,000.00 116.400 873,000.00 (S) (NPS 30) (TYPE A) 110 FURNISH CAST-IN-STEEL SHELL CONCRETE M 500.0000 880,000.00 1,327.140 663,570.00 PILING (NPS 30) (TYPE B) 111 DRIVE IN-CAST-STEEL SHELL CONCRETE PILE EA 7,500.0000 375,000.00 51.000 382,500.00 (S) (NPS 30) (TYPE B) 112 FURNISH CAST-IN-STEEL SHELL CONCRETE M 500.0000 650,000.00 0.000 0.00 PILING (NPS 30) (TYPE C) 113 DRIVE CAST-IN-STEEL SHELL CONCRETE PILE EA 50,000.0000 1600,000.00 0.000 0.00 (S) (NPS 30) (TYPE C) 114 FURNISH CAST-IN-STEEL SHELL CONCRETE M 1,500.0000 315,000.00 0.000 0.00 PILING (NPS 60) 115 DRIVE CAST-IN-STEEL SHELL CONCRETE PILE M 30,000.0000 150,000.00 0.000 0.00 (S) (NPS 60) 116 PRESTRESSING CAST-IN-PLACE CONCRETE LS 300,000.0000 300,000.00 0.000 0.00 (S) 117 TOWER FOOTING FORM EA 3000,000.0000 6000,000.00 1.900 5,700,000.00 (S) 118 SEAL COURSE CONCRETE M3 550.0000 732,600.00 145.000 79,750.00 119 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 550.0000 10120,000.00 478.000 262,900.00 (F) 120 STRUCTURAL CONCRETE, BRIDGE M3 700.0000 19236,000.00 385.000 269,500.00 456.000 319,200.00 (F) 121 STRUCTURAL CONCRETE, RETAINING WALL M3 700.0000 858,200.00 1,111.000 777,700.00 (F) 122 STRUCTURAL CONCRETE, APPROACH SLAB M3 300.0000 43,500.00 0.000 0.00 (F) (TYPE N) 123 STRUCTURAL CONCRETE (SOLDIER PILE WALL) M3 700.0000 114,800.00 0.000 0.00 (F) 124 STRUCTURAL CONCRETE (SOIL NAIL WALL) M3 600.0000 172,200.00 0.000 0.00 (F) 125 MINOR CONCRETE (MINOR STRUCTURE) M3 2,800.0000 61,600.00 9.990 27,972.00 14.460 40,488.00 126 MINOR CONCRETE (CAP) M3 1,589.0000 79,450.00 40.000 63,560.00 127 ARCHITECTURAL TREATMENT M2 173.0000 208,465.00 0.000 0.00 (F) (TEXTURED CONCRETE) 128 JOINT SEAL ASSEMBLY (MR=1270 MM) M 15,000.0000 375,000.00 0.000 0.00 (S) 129 JOINT SEAL ASSEMBLY (MR=1000 MM) M 13,000.0000 325,000.00 0.000 0.00 (S) 130 MAINTENANCE WALKWAY M2 90.0000 66,600.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 11/22/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013014 TIME 09:12 AM ESTIMATE NO. 10 BID OPENING 01/11/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/00 R.E. NAME: LONCHARICH, KEN DATE OF THIS ESTIMATE 11/22/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 4968,000.00 33,802.000 33,802.00 33,802.000 33,802.00 (SF) 132 BAR REINFORCING STEEL KG 1.0000 12,000.00 0.000 0.00 (SF)(SOLDIER PILE WALL) 133 BAR REINFORCING STEEL (SOIL NAIL WALL) KG 1.0000 25,000.00 0.000 0.00 (SF) 134 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0000 53,680.00 47,300.000 47,300.00 (F) 135 BAR REINFORCING STEEL (EPOXY COATED) KG 1.0000 283,000.00 11,028.000 11,028.00 90,527.000 90,527.00 (SF)(BRIDGE) 136 WELDED HEADED BAR REINFORCEMENT EA 500.0000 604,000.00 0.000 0.00 (SF) 137 SHOTCRETE M3 400.0000 26,000.00 45.000 18,000.00 (F) 138 BRIDGE DECK MEMBRANE WATERPROOFING M2 50.0000 1325,000.00 0.000 0.00 (SF) 139 FURNISH STRUCTURAL STEEL (BRIDGE) KG 1.0000 12722,000.00 0.000 0.00 (SF) 140 ERECT STRUCTURAL STEEL (BRIDGE) KG 0.3500 4452,700.00 0.000 0.00 (SF) 141 FURNISH CABLE SYSTEM (WEST CABLE) LS 4000,000.0000 4000,000.00 0.000 0.00 (S) 142 FURNISH CABLE SYSTEM (EAST CABLE) LS 3369,076.0000 3369,076.00 0.000 0.00 (S) 143 ERECT CABLE SYSTEM (WEST CABLE) LS 5000,000.0000 5000,000.00 0.000 0.00 (S) 144 ERECT CABLE SYSTEM (EAST CABLE) LS 5000,000.0000 5000,000.00 0.000 0.00 (S) 145 MAINTENANCE TRAVELER EA 450,000.0000 1350,000.00 0.000 0.00 146 FURNISH SIGN STRUCTURE (TUBULAR) KG 6.0000 61,200.00 0.000 0.00 (S) 147 INSTALL SIGN STRUCTURE (TUBULAR) KG 2.0000 20,400.00 0.000 0.00 (S) 148 FURNISH SIGN STRUCTURE (TRUSS) KG 6.0000 75,882.00 0.000 0.00 (S) 149 INSTALL SIGN STRUCTURE (TRUSS) KG 2.0000 25,294.00 0.000 0.00 (S) 150 920 MM CAST-IN-DRILLED-HOLE M 2,816.0000 47,872.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 151 METAL (RAIL MOUNTED SIGN) KG 500.0000 350,000.00 0.000 0.00 152 ROADSIDE SIGN - ONE POST EA 150.0000 1,650.00 0.000 0.00 153 ROADSIDE SIGN - TWO POST EA 175.0000 350.00 0.000 0.00 154 ROADSIDE SIGN EA 169.0000 507.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 155 RRP LUMBER M3 3,193.0000 510,880.00 0.000 0.00 (F) 156 TREATED LUMBER AND TIMBER M3 1,894.0000 265,160.00 0.000 0.00 (F) 157 TIMBER LAGGING M3 1,356.0000 67,800.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 7 DATE 11/22/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013014 TIME 09:12 AM ESTIMATE NO. 10 BID OPENING 01/11/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/00 R.E. NAME: LONCHARICH, KEN DATE OF THIS ESTIMATE 11/22/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 CLEAN AND PAINT STRUCTURAL STEEL LS 2500,000.0000 2500,000.00 0.000 0.00 (S) 159 CLEAN AND PAINT CABLE SYSTEM LS 1000,000.0000 1000,000.00 0.000 0.00 (S) 160 CLEAN AND PAINT SOLDIER PILE LS 200,000.0000 200,000.00 1.000 200,000.00 161 450 MM REINFORCED CONCRETE PIPE M 338.0000 15,886.00 10.000 3,380.00 162 600 MM REINFORCED CONCRETE PIPE M 394.0000 4,334.00 11.000 4,334.00 163 900 MM REINFORCED CONCRETE PIPE M 450.0000 4,500.00 10.000 4,500.00 164 150 MM PLASTIC PIPE M 282.0000 2,820.00 0.000 0.00 165 80 MM PLASTIC PIPE (EDGE DRAIN) M 28.0000 27,720.00 0.000 0.00 166 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 56.0000 2,240.00 0.000 0.00 167 FURNISH AND INSTALL DRAIN PIPE M 141.0000 8,037.00 0.000 0.00 (HORIZONTAL DRAIN) 168 DRILL HOLE (HORIZONTAL DRAIN) M 56.0000 3,192.00 0.000 0.00 169 HORIZONTAL DRAIN CONNECTOR UNIT M 563.0000 1,126.00 0.000 0.00 170 200 MM COLLECTOR SYSTEM M 113.0000 3,390.00 0.000 0.00 (HORIZONTAL DRAIN) 171 CLASS 3 PERMEABLE MATERIAL (BLANKET) M3 75.0000 285,150.00 0.000 0.00 172 200 MM APU UNDERDRAIN (PERFORATED) M 141.0000 65,847.00 0.000 0.00 173 200 MM APU UNDERDRAIN (SOLID) M 141.0000 18,753.00 0.000 0.00 174 450 MM BITUMINOUS COATED CORRUGATED M 141.0000 1,269.00 9.000 1,269.00 9.000 1,269.00 STEEL PIPE DOWNDRAIN (2.01 MM THICK) 175 450 MM ANCHOR ASSEMBLY EA 563.0000 563.00 0.000 0.00 176 JACKED 600 MM WELDED STEEL PIPE M 845.0000 42,250.00 0.000 0.00 (6.35 MM THICK) 177 RELOCATE 450 MM PVC SEWER OUTFALL M 542.0000 37,398.00 69.000 37,398.00 (S) 178 RELOCATE 250 MM PVC SEWER FORCE MAIN M 402.0000 50,250.00 125.000 50,250.00 (S) 179 ROCK ENERGY DISSIPATOR EA 2,816.0000 2,816.00 0.000 0.00 180 MINOR CONCRETE (MISCELLANEOUS M3 450.0000 18,000.00 0.000 0.00 CONSTRUCTION) 181 MINOR CONCRETE (GUTTER) M 78.0000 21,528.00 0.000 0.00 (F) 182 MISCELLANEOUS CONCRETE CONSTRUCTION M2 144.0000 106,560.00 0.000 0.00 (COLORED CONCRETE PAVING) 183 MISCELLANEOUS IRON AND STEEL KG 7.0000 16,100.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 11/22/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013014 TIME 09:12 AM ESTIMATE NO. 10 BID OPENING 01/11/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/00 R.E. NAME: LONCHARICH, KEN DATE OF THIS ESTIMATE 11/22/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 184 MISCELLANEOUS METAL (BRIDGE) KG 20.0000 1780,000.00 0.000 0.00 (SF) 185 BRIDGE DECK DRAINAGE SYSTEM KG 1.0000 21,300.00 0.000 0.00 (SF) 186 RELOCATE 500 MM WATER PIPE M 565.0000 135,600.00 240.000 135,600.00 187 CHAIN LINK FENCE (TYPE CL-1.2) M 93.0000 22,599.00 0.000 0.00 (SF) 188 CHAIN LINK FENCE (TYPE CL-1.2, M 56.0000 29,400.00 435.000 24,360.00 435.000 24,360.00 VINYL-CLAD) 189 CHAIN LINK FENCE (TYPE CL-1.8, M 56.0000 11,200.00 0.000 0.00 VINYL-CLAD) 190 CHAIN LINK GATE EA 845.0000 845.00 1.000 845.00 191 DELINEATOR (CLASS I, TYPE F) EA 56.0000 1,400.00 0.000 0.00 192 METAL BEAM GUARD RAILING (WOOD POST) M 84.0000 6,132.00 0.000 0.00 (S) 193 METAL RAILING (610 MM) M 118.0000 120,360.00 0.000 0.00 (S) 194 CONCRETE BARRIER (TYPE 27 MODIFIED) M 140.0000 303,800.00 0.000 0.00 (F) 195 METAL BRIDGE RAILING M 520.0000 551,200.00 0.000 0.00 (SF) 196 BARRIER MOUNTED BRIDGE RAILING M 157.0000 174,270.00 0.000 0.00 (SF) 197 VISTA POINT RAILING M 280.0000 37,800.00 0.000 0.00 (S) 198 CABLE ANCHOR ASSEMBLY EA 500.0000 500.00 0.000 0.00 (S) (BREAKAWAY, TYPE B) 199 TERMINAL SYSTEM (TYPE SRT) EA 2,252.0000 9,008.00 0.000 0.00 (S) 200 CRASH CUSHION, SAND FILLED (TYPE A) EA 563.0000 13,512.00 0.000 0.00 201 CONCRETE BARRIER (TYPE 60) M 150.0000 168,900.00 0.000 0.00 202 CONCRETE BARRIER (TYPE 60C) M 200.0000 150,000.00 0.000 0.00 203 CONCRETE BARRIER (TYPE 60E) M 500.0000 10,000.00 0.000 0.00 204 THERMOPLASTIC PAVEMENT MARKING M2 56.0000 2,464.00 0.000 0.00 (S) 205 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 5,415.00 0.000 0.00 (S) 206 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 60.00 0.000 0.00 (S) 207 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 238.00 0.000 0.00 (S) (BROKEN 3.66 M - 0.92 M) 208 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 40.00 0.000 0.00 (S) (BROKEN 3.66 M - 0.92 M) 209 300 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 51.00 0.000 0.00 (SOLID 3.66 M - 0.92 M) 210 PAINT TRAFFIC STRIPE (2-COAT, 200 MM) M 1.0000 466.00 192.000 192.00 (S) PROGRAM CAS145 PAGE 9 DATE 11/22/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013014 TIME 09:12 AM ESTIMATE NO. 10 BID OPENING 01/11/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/00 R.E. NAME: LONCHARICH, KEN DATE OF THIS ESTIMATE 11/22/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 211 PAINT TRAFFIC STRIPE (2-COAT, 100 MM) M 1.0000 4,546.00 1,992.000 1,992.00 (S) 212 PAINT TRAFFIC STRIPE M 1.0000 130.00 0.000 0.00 (S) (2-COAT, 100 MM BROKEN) 213 PAINT TRAFFIC STRIPE M 1.0000 355.00 0.000 0.00 (S) (2-COAT, 200 MM BROKEN) 214 PAVEMENT MARKER (REFLECTIVE-SPECIAL EA 6.0000 468.00 0.000 0.00 TYPE C) 215 PAVEMENT MARKER (TWO-WAY YELLOW EA 6.0000 36.00 0.000 0.00 (S) REFLECTIVE - SPECIAL TYPE D) 216 PAVEMENT MARKER (NON-REFLECTIVE) EA 6.0000 17,736.00 456.000 2,736.00 (S) 217 PAVEMENT MARKER (REFLECTIVE-SPECIAL EA 6.0000 5,352.00 266.000 1,596.00 (S) TYPE G) 218 PAVEMENT MARKER (REFLECTIVE-SPECIAL EA 6.0000 3,726.00 110.000 660.00 (S) TYPE H) 219 LIGHTING AND ELECTRICAL SYSTEM LS 100,000.0000 100,000.00 0.000 0.00 (S) 220 NAVIGATIONAL LIGHTING, AVIATION LIGHTING LS 250,000.0000 250,000.00 0.000 0.00 (S) AND FOG DETECTION SYSTEM 221 TOS AND CALL BOX SYSTEM LS 50,000.0000 50,000.00 0.200 10,000.00 (S) 222 TRAFFIC OPERATIONS SYSTEM LS 14,707.0000 14,707.00 0.500 7,353.50 (S) 223 CCTV CAMERA EA 25,000.0000 50,000.00 0.000 0.00 (S) 224 PAN AND TILT UNIT EA 1,657.0000 3,314.00 0.000 0.00 (S) 225 VIDEO ENCODER UNIT EA 2,319.0000 4,638.00 0.000 0.00 (S) 226 CAMERA CONTROL UNIT EA 2,319.0000 4,638.00 0.000 0.00 (S) 227 INTEGRATED SERVICES DIGITAL NETWORK EA 3,312.0000 6,624.00 0.000 0.00 (S) TERMINAL ADAPTER 228 MICROWAVE VEHICLE DETECTION SENSOR EA 3,312.0000 16,560.00 0.000 0.00 (S) 229 DIAL UP MODEM EA 662.0000 662.00 0.000 0.00 (S) 230 CONDUIT LAYOUT LS 33,125.0000 33,125.00 0.300 9,937.50 (S) 231 EXISTING ADMINISTRATION BUILDING LS 66,251.0000 66,251.00 0.140 9,275.14 (S) (MODIFICATION) 232 NEW SUBSTATION CONDUIT LAYOUT LS 66,251.0000 66,251.00 0.050 3,312.55 0.850 56,313.35 (S) 233 NEW SUBSTATION BUILDING EXTERIOR LS 25,000.0000 25,000.00 0.030 750.00 1.000 25,000.00 (S) ELEVATIONS 234 NEW SUBSTATION GROUNDING ELECTRODE LS 25,000.0000 25,000.00 0.030 750.00 1.000 25,000.00 (S) CONDUCTOR SYSTEM LAYOUT 235 NEW SUBSTATION GROUNDING ELECTRODE LS 25,000.0000 25,000.00 0.050 1,250.00 1.000 25,000.00 (S) SYSTEM LAYOUT 236 NEW SUBSTATION LIGHTNING PROTECTION LS 25,000.0000 25,000.00 0.030 750.00 1.000 25,000.00 (S) LAYOUT 237 NEW SUBSTATION COMMUNICATION AND LS 25,000.0000 25,000.00 0.600 15,000.00 (S) CONTROL POWER CONDUIT LAYOUT PROGRAM CAS145 PAGE 10 DATE 11/22/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013014 TIME 09:12 AM ESTIMATE NO. 10 BID OPENING 01/11/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/00 R.E. NAME: LONCHARICH, KEN DATE OF THIS ESTIMATE 11/22/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 238 PLC AND FCS LAYOUT, SCADA SCREEN AND LS 25,000.0000 25,000.00 0.010 250.00 (S) SCADA DATA POINTS 239 COMMUNICATION MISCELLANEOUS ITEMS LS 25,000.0000 25,000.00 0.020 500.00 (S) 240 NEW SUBSTATION BUILDING POWER LS 25,000.0000 25,000.00 0.770 19,250.00 (S) CONDUIT LAYOUT 241 NEW SUBSTATION 12.47KV AND 480/277V LS 25,000.0000 25,000.00 0.770 19,250.00 (S) CONDUIT LAYOUT 242 NEW SUBSTATION OVERHEAD CONDUIT, FIRE LS 25,000.0000 25,000.00 0.630 15,750.00 (S) ALARM AND SECURITY SYSTEM LAYOUT 243 NEW SUBSTATION LIGHTING AND RECEPTACLE LS 25,000.0000 25,000.00 0.030 750.00 1.000 25,000.00 (S) LAYOUT 244 BRIDGE SECTIONS VIEW LS 25,000.0000 25,000.00 0.070 1,750.00 0.270 6,750.00 (S) 245 EXISTING AND NEW FOG, NAV, AND AVA LS 25,000.0000 25,000.00 0.000 0.00 (S) CHANNEL LIGHTING AND CABLE LAYOUT 246 ROADWAY LIGHTING AND SIGN ILLUMINATION LS 25,000.0000 25,000.00 0.000 0.00 (S) 247 CALL BOX SYSTEM (MODIFY) LS 25,000.0000 25,000.00 0.020 500.00 (S) 248 PATHWAY LIGHTING LS 30,000.0000 30,000.00 0.000 0.00 (S) 249 HIGHWAY LIGHTING (STAGE CONSTRUCTION) LS 100,000.0000 100,000.00 -0.107 -10,700.00 0.743 74,300.00 (S) 250 CALL BOX SYSTEM (STAGE CONSTRUCTION) LS 100,000.0000 100,000.00 0.650 65,000.00 (S) 251 SEISMIC MONITORING ELECTRICAL SYSTEM LS 600,000.0000 600,000.00 0.000 0.00 (S) 252 SECURITY SYSTEM LS 300,000.0000 300,000.00 0.000 0.00 (S) 253 MECHANICAL WORK LS 1000,000.0000 1000,000.00 0.380 380,000.00 (S) 254 RELOCATE BACKUP GENERATOR AND TRASH LS 150,000.0000 150,000.00 0.030 4,500.00 1.000 150,000.00 ENCLOSURE 255 BUILDING WORK (SUBSTATION) LS 750,000.0000 750,000.00 0.030 22,500.00 1.000 750,000.00 (S) 256 STRUCTURE EXCAVATION (TYPE D) M3 400.0000 181,200.00 0.000 0.00 (F) (CLASS I) 257 STRUCTURE EXCAVATION (TYPE D) M3 550.0000 261,250.00 0.000 0.00 (F) (CLASS II) 258 DRILLED HOLE (760 MM) M 300.0000 28,800.00 0.000 0.00 (F) 259 FURNISH CAST-IN-STEEL SHELL CONCRETE M 450.0000 1071,000.00 175.000 78,750.00 PILING (NPS 30) 260 DRIVE CAST-IN-STEEL SHELL CONCRETE EA 9,000.0000 576,000.00 3.000 27,000.00 (S) PILE (NPS 30) 261 ROADWAY EXCAVATION M3 50.0000 57,500.00 0.000 0.00 262 MINOR CONCRETE (CURB) M 30.0000 3,930.00 0.000 0.00 PROGRAM CAS145 PAGE 11 DATE 11/22/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013014 TIME 09:12 AM ESTIMATE NO. 10 BID OPENING 01/11/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/00 R.E. NAME: LONCHARICH, KEN DATE OF THIS ESTIMATE 11/22/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,693,643.65 35,009,642.21 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 50,065.65 1,165,294.95 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,743,709.30 36,174,937.16 263 MOBILIZATION LS 8000,000.0000 18000,000.00 0.950 7,100,000.00 ORIGINAL CONTRACT AMOUNT 87,837,346.00 TOTAL WORK COMPLETED 1,743,709.30 53,274,937.16 MATERIALS ON HAND ON SITE 9,529,780.02 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,743,709.30 62,804,717.18 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 01/28/00 1200 01/29/00 01/29/00 11/13/03 294 0 0 0 28% 25% PROGRESS IS SATISFACTORY LONCHARICH, KEN RESIDENT ENGINEER PROGRAM CAS145 DATE 11/22/00