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 01/18/02 EST. NO.14 TIME 12:32 PM R.E. NAME: WILLIAM J. GILCHRIST 12-0695U4 --------------------------------------------------------------------------- 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 0011 433.85 E.W. @ F.A.(+) 040401 Y 7.1 0 0012 135.99 040601 Y 8.1 0 0013 3,391.49 050101 Y 266 0 0014 974.23 050301 Y 267 0 0015 66.51 050301 Y 268 0 0016 260.60 051601 Y 269 0 0017 280.97 051701 Y 270 0 0018 183.48 051701 Y 271 0 0019 331.30 052401 Y 272 0 0020 472.22 053001 Y 273 0 0021 73.36 060501 Y 274 0 0022 304.28 061201 Y 275 0 0023 66.51 061401 Y 276 0 0024 45.87 061801 Y 277 0 0025 179.40 062001 Y 278 0 0026 1,556.74 062101 Y 279 0 0027 353.83 062201 Y 280 0 0028 183.48 062501 Y 281 0 0029 171.41 062601 Y 307 0 0030 183.48 062701 Y 312 0 0031 171.41 062801 Y 282 0 0032 2,623.01 063001 Y 304 0 0033 176.52 070201 Y 283 0 0034 188.58 070301 Y 284 0 0035 79.36 070501 Y 285 0 0036 158.71 070601 Y 286 0 0037 593.73 071101 Y 261 0 0038 2,865.62 072101 Y 262 0 0039 400.89 071701 Y 288 0 0040 277.55 080301 Y 289 0 0041 94.29 081401 Y 290 0 0042 116.68 081501 Y 291 0 0043 144.17 081501 Y 292 0 0044 1,755.48 081601 Y 308 0 0045 171.32 082201 Y 293 0 0046 70.16 092101 Y 322 0 0047 70.72 092101 Y 294 0 0048 70.72 092401 Y 305 0 0049 805.03 100301 Y 296 0 0050 234.19 101101 Y 309 0 0051 197.18 101101 Y 310 0 0052 586.38 101201 Y 297 0 0053 153.23 101701 Y 298 0 0054 37.52 101801 Y 299 0 0055 112.55 101901 Y 300 0 0056 75.04 102201 Y 301 0 0057 188.58 102301 Y 302 0 0058 509.14 102501 Y 303 0 0059 803.81 112001 Y 316 0 0060 29.45 061201 Y 313 0 0061 160.51 071601 Y 287 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 01/18/02 EST. NO.14 TIME 12:32 PM R.E. NAME: WILLIAM J. GILCHRIST 12-0695U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0062 219.23 092501 Y 295 0 002 0026 1,068.20 E.W. @ F.A.(+) 060101 Y 256 0 0027 169.89 061901 Y 257 0 0028 293.43 062701 Y 258 0 0029 1,429.88 062901 Y 259 0 0030 790.55 070601 Y 260 0 0031 2,385.42 102601 Y 263 0 0032 2,070.70 110801 Y 264 0 0033 848.23 111601 Y 265 0 0034 380.49 092001 N 340 0 0035 6,013.74 102601 N 349 0 005 0022 253.95 E.W. @ F.A.(+) 072701 N 179 0 0023 238.13 081601 N 178 0 0024 261.31 082801 N 177 0 0025 130.66 091301 N 176 0 0026 522.64 092601 N 175 0 0027 195.99 092701 N 174 0 0028 522.64 100401 N 173 0 0029 522.64 101601 N 172 0 006 0007 235.95 E.W. @ F.A.(+) 080301 Y 253 0 0008 474.04 101501 Y 254 0 0009 457.31 032601 Y 255 0 0010 216.50 071801 Y 250 0 0011 301.71 071901 Y 251 0 0012 293.28 073101 Y 252 0 013 0021 580.88 E.W. @ F.A.(+) 051101 Y 237 0 0022 194.70 051401 Y 238 0 0023 519.21 051501 Y 239 0 0024 292.07 051601 Y 240 0 0025 519.21 051701 Y 241 0 0026 359.84 051801 Y 242 0 0027 638.81 052201 Y 244 0 0028 389.42 052301 Y 245 0 0029 519.21 052401 Y 246 0 0030 593.68 052601 Y 247 0 0031 706.09 052701 Y 248 0 0032 894.21 052801 Y 249 0 014 0002 1,400.95 E.W. @ F.A.(+) 102901 N 170 0 0003 280.51 050301 Y 329 0 0004 256.39 070201 Y 234 0 0005 419.17 071201 Y 235 0 0006 315.98 092801 Y 236 0 0007 255.61 111301 Y 319 0 0008 1,099.24 111501 Y 321 0 0009 993.45 111901 Y 320 0 0010 202.69 050201 Y 328 0 0011 958.43 110501 Y 314 0 0012 754.32 110601 Y 315 0 015 0008 112.39 E.W. @ F.A.(+) 051701 Y 232 0 018 0001 6,529.68 E.W. @ F.A.(+) 052001 Y 226 0 0002 260.54 052001 Y 227 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 01/18/02 EST. NO.14 TIME 12:32 PM R.E. NAME: WILLIAM J. GILCHRIST 12-0695U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0003 6,149.31 071501 Y 228 0 0004 391.84 071501 Y 229 0 0006 277.14 072201 Y 231 0 021 0012 491.95 E.W. @ F.A.(+) 090601 Y 213 0 0013 493.38 090701 Y 214 0 0014 2,328.80 090801 Y 215 0 0015 417.37 091001 Y 216 0 0016 224.47 091101 Y 217 0 0017 407.97 091301 Y 218 0 0018 465.92 091401 Y 219 0 0019 422.68 091701 Y 220 0 0020 455.80 091801 Y 221 0 0021 470.71 091901 Y 222 0 0022 636.58 092001 Y 223 0 0023 430.04 092101 Y 224 0 0024 470.71 092401 Y 225 0 022 0001 1,915.73 E.W. @ F.A.(+) 062601 N 91 0 0002 729.90 062701 N 89 0 0003 84.38 062701 N 90 0 0004 585.69 062801 N 87 0 0005 1,619.87 062901 N 86 0 0006 1,325.23 062901 N 84 0 025 0013 210.67 E.W. @ F.A.(+) 071801 Y 202 0 0014 535.48 082901 Y 207 0 0015 330.03 090401 Y 208 0 0016 451.10 090501 Y 210 0 0017 451.10 090601 Y 211 0 0018 451.10 090701 Y 212 0 029 0008 2,298.44 E.W. @ F.A.(+) 092101 Y 197 0 0009 926.96 092701 Y 198 0 0010 2,047.22 102401 Y 200 0 0011 3,082.76 102501 Y 201 0 0012 4,861.04 091801 N 336 0 0013 3,685.49 091901 N 337 0 0014 673.86 092801 Y 199 0 0015 2,687.34 092001 N 338 0 0016 4,364.07 092001 N 339 0 0017 1,546.32 092401 N 341 0 0018 2,341.05 092501 N 342 0 0019 4,647.11 092601 N 343 0 0020 5,382.21 092701 N 344 0 0021 5,710.45 092801 N 345 0 0022 3,969.96 101201 N 346 0 0023 962.05 101501 N 347 0 0024 4,093.98 101801 N 348 0 0025 2,705.27 110601 N 350 0 0026 1,116.82 110701 N 351 0 0027 1,048.75 110901 N 352 0 0028 435.30 111501 N 354 0 031 0003 7,610.41 A.C. @ L.S.(+) 010802 Y 9011 0 032 0007 828.55 E.W. @ F.A.(+) 092801 Y 195 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 01/18/02 EST. NO.14 TIME 12:32 PM R.E. NAME: WILLIAM J. GILCHRIST 12-0695U4 --------------------------------------------------------------------------- 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 401.70 090401 Y 194 0 0009 389.39 090501 Y 191 0 0010 872.59 090701 Y 193 0 0011 412.10 092601 Y 192 0 0012 466.79 090401 Y 190 0 039 0001 1,000.00 A.C. @ L.S.(+) 121801 N 9007 0 049 0001 35,000.00 A.C. @ L.S.(+) 121901 N 9010 0 0002 386.12 E.W. @ F.A.(+) 110801 N 171 0 0003 8,379.00 A.C. @ L.S.(+) 010702 Y 9013 0 0004 4,798.82 E.W. @ F.A.(+) 110701 N 355 0 056 0001 879.04 E.W. @ F.A.(+) 112001 Y 325 0 0002 1,355.86 112101 Y 326 0 208,505.49 TOTAL THIS ESTIMATE 494,747.23 TOTAL PREVIOUS ESTIMATE 703,252.72 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 01/18/02 EST. NO.14 TIME 12:32 PM R.E. NAME: WILLIAM J. GILCHRIST 12-0695U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MARINA LANDSCAPE -10,000.00 07 MARINA REINFORCING -10,000.00 09 0.00 -20,000.00 TOTAL DEDUCTIONS 0.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 01/18/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 12:32 PM ESTIMATE NO. 14 BID OPENING 10/20/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/18/02 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 01/18/02 LOCATION PROGRESS ESTIMATE 12-ORA-405-7.6/9.6 ----------------- MCM CONSTRUCTION, INC. IN ORANGE COUNTY IN IRVINE, SANTA P.O. BOX 620 ANA, AND COSTA MESA ON RTE 405 FROM 6413 32ND STREET 0.1 KM S OF RTE 405/55 SEP TO BEAR NORTH HIGHLANDS,CA 95660-0620 ST OC AND ON RTE 55 FROM RTE 405/55 SEP TO 0.2 KM N OF MACARTHUR BLVD FED. AID NO. STP-5312(31)N ,LN-5312(31)N HOV CONNECTOR AND IMPROVEMENTS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 15,000.0000 15,000.00 0.225 3,375.00 002 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.900 2,700.00 PREVENTION PLAN 003 WATER POLLUTION CONTROL LS 125,000.0000 125,000.00 0.030 3,750.00 0.310 38,750.00 004 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.320 9,600.00 (S) 005 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.010 1,500.00 0.340 51,000.00 (S) 006 TYPE II BARRICADE EA 55.0000 2,915.00 0.000 0.00 (S) 007 TYPE III BARRICADE EA 85.0000 3,145.00 1.000 85.00 (S) 008 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 16,800.00 110.000 3,850.00 150.000 5,250.00 (S) 009 PORTABLE DELINEATOR EA 40.0000 3,440.00 0.000 0.00 (S) 010 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,250.0000 7,500.00 0.000 0.00 011 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 0.310 15,500.00 (S) 012 TEMPORARY RAILING (TYPE K) M 25.0000 740,000.00 1,542.000 38,550.00 6,054.940 151,373.50 013 TEMPORARY CRASH CUSHION MODULE EA 260.0000 213,200.00 190.000 49,400.00 014 TEMPORARY TRAFFIC SCREEN M 6.0000 177,600.00 975.360 5,852.16 015 ABANDON CULVERT EA 800.0000 2,400.00 0.000 0.00 016 ABANDON INLET EA 800.0000 3,200.00 0.000 0.00 017 REMOVE CHAIN LINK FENCE M 12.0000 22,680.00 2,027.000 24,324.00 018 REMOVE METAL BEAM GUARD RAILING M 30.0000 28,200.00 306.000 9,180.00 019 REMOVE TRAFFIC STRIPE AND PAVEMENT M 1.2000 24,840.00 3,037.940 3,645.53 7,354.000 8,824.80 MARKING 020 REMOVE PAVEMENT MARKER EA 0.8500 8,670.00 1,664.000 1,414.40 4,721.000 4,012.85 021 REMOVE ROADSIDE SIGN EA 150.0000 14,100.00 0.000 0.00 022 REMOVE SIGN STRUCTURE EA 4,000.0000 32,000.00 2.000 8,000.00 PROGRAM CAS145 PAGE 2 DATE 01/18/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 12:32 PM ESTIMATE NO. 14 BID OPENING 10/20/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/18/02 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 01/18/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE PIPE M 50.0000 13,000.00 115.000 5,750.00 024 REMOVE INLET EA 800.0000 10,400.00 6.000 4,800.00 025 REMOVE HEADWALL EA 500.0000 7,500.00 19.000 9,500.00 026 REMOVE DOWNDRAIN M 100.0000 3,300.00 0.000 0.00 027 REMOVE RETAINING WALL M3 60.0000 1,500.00 25.000 1,500.00 028 REMOVE CONCRETE PAVEMENT M2 4.0000 64,800.00 0.000 0.00 029 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 150.0000 4,500.00 15.000 2,250.00 030 RECONSTRUCT SIGN STRUCTURE EA 4,000.0000 8,000.00 0.000 0.00 031 RELOCATE ROADSIDE SIGN EA 250.0000 1,250.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 032 RELOCATE SIGN PANEL EA 900.0000 2,700.00 0.000 0.00 033 ADJUST INLET EA 1,200.0000 6,000.00 0.000 0.00 034 ADJUST MANHOLE TO GRADE EA 1,200.0000 2,400.00 0.000 0.00 035 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 8.0000 3,360.00 0.000 0.00 (45 MM MAXIMUM) 036 REMOVE CONCRETE M3 37.0000 22,570.00 458.600 16,968.20 037 REMOVE CONCRETE (CHANNEL) M3 60.0000 30,600.00 378.940 22,736.40 038 REMOVE CONCRETE (CHANNEL BRIDGE) LS 20,000.0000 20,000.00 1.000 20,000.00 039 REMOVE CONCRETE BARRIER M 35.0000 56,000.00 4.000 140.00 4.000 140.00 040 CAP INLET EA 1,000.0000 31,000.00 0.000 0.00 041 CAP MANHOLE EA 1,500.0000 1,500.00 1.000 1,500.00 042 REMOVE CRASH CUSHION (SAND FILLED) EA 75.0000 4,200.00 0.000 0.00 043 BRIDGE REMOVAL LS 30,000.0000 30,000.00 0.240 7,200.00 044 BRIDGE REMOVAL (PORTION), LOCATION A LS 15,000.0000 15,000.00 1.000 15,000.00 045 BRIDGE REMOVAL (PORTION), LOCATION B LS 5,000.0000 5,000.00 0.000 0.00 046 CLEARING AND GRUBBING LS 260,000.0000 260,000.00 0.760 197,600.00 047 ROADWAY EXCAVATION M3 14.0000 827,400.00 1,948.000 27,272.00 37,352.690 522,937.66 048 STRUCTURE EXCAVATION (BRIDGE) M3 15.0000 237,075.00 1,062.000 15,930.00 5,549.630 83,244.45 (F) 049 STRUCTURE EXCAVATION (RETAINING WALL) M3 15.0000 328,560.00 15,679.920 235,198.80 (F) PROGRAM CAS145 PAGE 3 DATE 01/18/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 12:32 PM ESTIMATE NO. 14 BID OPENING 10/20/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/18/02 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 01/18/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE EXCAVATION (TIEBACK WALL) M3 50.0000 8,750.00 0.000 0.00 (F) 051 STRUCTURE BACKFILL (BRIDGE) M3 80.0000 664,000.00 639.690 51,175.20 2,567.170 205,373.60 (F) 052 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 744,485.00 3,136.470 109,776.45 9,196.490 321,877.15 (F) 053 STRUCTURE BACKFILL (TIEBACK WALL) M3 50.0000 450.00 0.000 0.00 (F) 054 PERVIOUS BACKFILL MATERIAL (RETAINING M3 50.0000 61,150.00 137.000 6,850.00 318.000 15,900.00 (F) WALL) 055 SAND BACKFILL M3 125.0000 1,500.00 0.000 0.00 056 EARTH RETAINING STRUCTURE M2 240.0000 2122,800.00 106.000 25,440.00 (F) 057 IMPORTED BORROW M3 5.0000 371,000.00 18,000.000 90,000.00 058 HIGHWAY PLANTING LS 200,000.0000 200,000.00 0.020 4,000.00 0.020 4,000.00 (S) 059 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 0.000 0.00 (S) 060 IRRIGATION SYSTEM LS 200,000.0000 200,000.00 0.090 18,000.00 0.090 18,000.00 (S) 061 250 MM CORRUGATED HIGH DENSITY M 100.0000 9,900.00 0.000 0.00 (S) POLYETHYLENE PIPE CONDUIT 062 EXTEND 250 MM CONDUIT M 125.0000 26,250.00 0.000 0.00 (S) 063 FINISHING ROADWAY LS 5,000.0000 5,000.00 0.000 0.00 064 CLASS 4 AGGREGATE SUBBASE M3 27.0000 1255,500.00 2,627.220 70,934.94 065 CLASS 2 AGGREGATE BASE M3 23.0000 584,200.00 1,651.650 37,987.95 066 ASPHALT TREATED PERMEABLE BASE M3 91.0000 877,240.00 0.000 0.00 067 ASPHALT CONCRETE (TYPE B) TONN 45.0000 1822,500.00 587.670 26,445.15 2,052.080 92,343.60 068 ASPHALT CONCRETE (BRIDGE) M2 15.0000 18,825.00 0.000 0.00 069 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 70.0000 7,700.00 0.000 0.00 AREA) 070 100 MM PLACE ASPHALT CONCRETE M2 12.0000 25,200.00 0.000 0.00 (MISCELLANEOUS AREAS) 071 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 5.0000 4,600.00 0.000 0.00 072 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.0000 3,200.00 0.000 0.00 073 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 5.0000 22,050.00 0.000 0.00 074 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.0000 1,600.00 0.000 0.00 075 CONCRETE PAVEMENT M3 135.0000 1539,000.00 0.000 0.00 076 GRIND EXISTING CONCRETE PAVEMENT M2 12.5000 26,375.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 4 DATE 01/18/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 12:32 PM ESTIMATE NO. 14 BID OPENING 10/20/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/18/02 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 01/18/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH STEEL PILING (HP 360 X 174) M 120.0000 1499,640.00 4,996.300 599,556.00 078 DRIVE STEEL PILE (HP 360 X 174) EA 800.0000 598,400.00 266.000 212,800.00 (S) 079 FURNISH PILING (CLASS 900C) M 40.0000 549,560.00 3,425.280 137,011.20 080 DRIVE PILE (CLASS 900C) EA 850.0000 810,900.00 272.000 231,200.00 (S) 081 FURNISH PILING (CLASS 900C MODIFIED) M 40.0000 29,560.00 484.950 19,398.00 082 FURNISH PILING (CLASS 900C MODIFIED) EA 1,200.0000 84,000.00 46.000 55,200.00 (S) 083 FURNISH PILING (CLASS 625) M 40.0000 8,640.00 216.000 8,640.00 084 DRIVE PILE (CLASS 625) EA 1,000.0000 18,000.00 18.000 18,000.00 (S) 085 FURNISH PILING (CLASS 625C MODIFIED) M 40.0000 27,720.00 0.000 0.00 086 DRIVE PILE (CLASS 625C MODIFIED) EA 1,000.0000 61,000.00 0.000 0.00 (S) 087 PRESTRESSING CAST-IN-PLACE CONCRETE LS 700,000.0000 700,000.00 0.023 16,100.00 0.028 19,600.00 (S) 088 TIEBACK ANCHOR EA 1,450.0000 98,600.00 0.000 0.00 (S) 089 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 275.0000 1735,250.00 1,859.480 511,357.00 (F) 090 STRUCTURAL CONCRETE, BRIDGE M3 402.0000 10202,760.00 81.230 32,654.46 1,087.460 437,158.92 (F) 091 STRUCTURAL CONCRETE, RETAINING WALL M3 325.0000 2304,250.00 157.020 51,031.50 4,528.430 1,471,739.75 (F) 092 STRUCTURAL CONCRETE, TIEBACK WALL M3 1,000.0000 94,000.00 0.000 0.00 (F) 093 STRUCTURAL CONCRETE, APPROACH SLAB M3 300.0000 199,500.00 0.000 0.00 (F) (TYPE N) 094 CLASS 1 CONCRETE (BOX CULVERT) M3 800.0000 3319,200.00 77.090 61,672.00 4,149.000 3,319,200.00 (F) 095 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 283,000.00 5.630 5,630.00 43.865 43,865.00 (F) 096 MINOR CONCRETE (BACKFILL) M3 175.0000 11,725.00 0.000 0.00 097 FRACTURED RIB TEXTURE (25 MM) M2 15.0000 86,325.00 206.430 3,096.45 2,310.410 34,656.15 (F) 098 DRILL AND BOND DOWEL M 50.0000 3,450.00 5.130 256.50 5.760 288.00 099 PTFE BEARING EA 2,500.0000 50,000.00 0.000 0.00 (S) 100 JOINT SEAL (MR 30 MM) M 115.0000 6,555.00 0.000 0.00 (S) 101 JOINT SEAL (MR 15 MM) M 90.0000 3,060.00 0.000 0.00 (S) 102 JOINT SEAL ASSEMBLY (MR 90 MM) M 360.0000 11,160.00 0.000 0.00 (S) 103 JOINT SEAL ASSEMBLY (MR 100 MM) M 360.0000 12,240.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 5 DATE 01/18/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 12:32 PM ESTIMATE NO. 14 BID OPENING 10/20/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/18/02 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 01/18/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,370.0000 46,580.00 0.000 0.00 (S) 105 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,200.0000 81,600.00 0.000 0.00 (S) 106 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 1,600.0000 27,200.00 0.000 0.00 (S) 107 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 4310,000.00 101,627.000 101,627.00 636,874.000 636,874.00 (SF) 108 BAR REINFORCING STEEL (RETAINING WALL) KG 1.1500 470,057.90 5,953.000 6,845.95 332,868.000 382,798.20 (SF) 109 BAR REINFORCING STEEL (TIEBACK WALL) KG 1.0000 20,200.00 0.000 0.00 (SF) 110 BAR REINFORCING STEEL (BOX CULVERT) KG 0.8500 498,865.00 579,000.000 492,150.00 (SF) 111 SHOTCRETE M3 395.0000 29,230.00 0.000 0.00 (F) 112 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 6.0000 8,160.00 0.000 0.00 (F) 113 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.0000 1,360.00 0.000 0.00 (SF) 114 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 444,945.00 0.000 0.00 (F) 115 INSTALL SIGN STRUCTURE (TRUSS) KG 0.7500 66,543.75 0.000 0.00 (SF) 116 760 MM CAST-IN-DRILLED-HOLE M 800.0000 7,200.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 117 920 MM CAST-IN-DRILLED-HOLE M 900.0000 79,200.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 118 METAL (BARRIER MOUNTED SIGN) KG 18.0000 9,900.00 0.000 0.00 119 METAL (WALL MOUNTED SIGN) EA 1,500.0000 3,000.00 0.000 0.00 120 ROADSIDE SIGN - ONE POST EA 450.0000 29,700.00 0.000 0.00 121 ROADSIDE SIGN - TWO POST EA 1,200.0000 28,800.00 0.000 0.00 122 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 300.0000 6,900.00 0.000 0.00 METHOD) 123 INSTALL SIGN OVERLAY M2 250.0000 1,500.00 0.000 0.00 124 INSTALL SIGN PANEL ON EXISTING FRAME M2 250.0000 6,250.00 0.000 0.00 125 450 MM ALTERNATIVE PIPE CULVERT M 125.0000 52,500.00 6.100 762.50 126 450 MM ALTERNATIVE PIPE CULVERT (TYPE S) M 125.0000 26,250.00 0.000 0.00 127 450 MM ALTERNATIVE PIPE CULVERT (TYPE C) M 125.0000 1,875.00 0.000 0.00 128 600 MM ALTERNATIVE PIPE CULVERT M 125.0000 112,500.00 7.000 875.00 75.000 9,375.00 129 600 MM ALTERNATIVE PIPE CULVERT (TYPE S) M 125.0000 116,250.00 26.000 3,250.00 130 750 MM ALTERNATIVE PIPE CULVERT (TYPE S) M 250.0000 4,500.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 01/18/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 12:32 PM ESTIMATE NO. 14 BID OPENING 10/20/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/18/02 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 01/18/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 900 MM ALTERNATIVE PIPE CULVERT (TYPE S) M 350.0000 24,500.00 0.000 0.00 132 1275 MM REINFORCED CONCRETE PIPE M 550.0000 17,050.00 2.440 1,342.00 133 450 MM SLOTTED CORRUGATED STEEL PIPE M 300.0000 30,000.00 0.000 0.00 (4.27 MM THICK) 134 80 MM PLASTIC PIPE (EDGE DRAIN) M 16.0000 163,200.00 242.000 3,872.00 135 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 65.0000 45,500.00 16.200 1,053.00 136 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 300.0000 1,500.00 0.000 0.00 (4.27 MM THICK) 137 300 MM ENTRANCE TAPER EA 250.0000 250.00 0.000 0.00 138 450 MM BITUMINOUS COATED M 350.0000 14,700.00 0.000 0.00 CSP RISER (4.27 MM THICK) 139 600 MM BITUMINOUS COATED M 375.0000 4,500.00 0.000 0.00 CSP RISER (4.27 MM THICK) 140 150 MM WELDED STEEL PIPE CASING (BRIDGE) M 225.0000 19,125.00 0.000 0.00 141 600 MM ALTERNATIVE FLARED END SECTION EA 350.0000 700.00 0.000 0.00 142 SEWER MANHOLE EA 7,500.0000 7,500.00 0.000 0.00 (S) 143 SEWER ENCASEMENT M 500.0000 16,500.00 33.000 16,500.00 (S) 144 ROCK SLOPE PROTECTION M3 55.0000 825.00 0.000 0.00 (FACING, METHOD B) 145 ROCK SLOPE PROTECTION M3 55.0000 220.00 0.000 0.00 (BACKING NO. 3, METHOD B) 146 SLOPE PAVING (CONCRETE) M3 275.0000 14,300.00 0.000 0.00 (F) 147 MINOR CONCRETE (CHANNEL LINING) M3 300.0000 99,000.00 0.000 0.00 148 MINOR CONCRETE (GUTTER LINING) M3 300.0000 10,200.00 0.000 0.00 149 ROCK SLOPE PROTECTION FABRIC M2 2.0000 116.00 0.000 0.00 150 MINOR CONCRETE (MISCELLANEOUS M3 300.0000 93,000.00 310.000 93,000.00 CONSTRUCTION) 151 MINOR CONCRETE (GUTTER) M 45.0000 24,165.00 219.000 9,855.00 (F) 152 MINOR CONCRETE (STAMPED CONCRETE) M2 40.0000 4,000.00 0.000 0.00 153 MISCELLANEOUS IRON AND STEEL KG 1.5000 59,007.00 0.000 0.00 (SF) 154 MISCELLANEOUS METAL KG 6.0000 21,780.00 0.000 0.00 (SF)(RESTRAINER - CABLE TYPE) 155 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 149,820.00 135.000 810.00 135.000 810.00 (SF) 156 CHAIN LINK FENCE (TYPE CL-1.8) M 24.0000 31,440.00 0.000 0.00 (S) 157 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 650.0000 1,950.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 7 DATE 01/18/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 12:32 PM ESTIMATE NO. 14 BID OPENING 10/20/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/18/02 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 01/18/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 1,000.00 0.000 0.00 (S) 159 DELINEATOR (CLASS 1) EA 55.0000 12,650.00 0.000 0.00 160 INSTALL MEDIAN KILOMETER PANEL EA 75.0000 1,950.00 0.000 0.00 161 METAL BEAM GUARD RAILING (WOOD POST) M 54.0000 64,260.00 0.000 0.00 (S) 162 CHAIN LINK RAILING M 90.0000 17,100.00 0.000 0.00 (S) 163 CONCRETE BARRIER (TYPE 736B MODIFIED) M 225.0000 27,000.00 0.000 0.00 164 CONCRETE BARRIER (TYPE 50 MODIFIED) M 1,250.0000 15,000.00 0.000 0.00 165 CONCRETE BARRIER (TYPE 50A MODIFIED) M 265.0000 4,240.00 0.000 0.00 166 CONCRETE BARRIER (TYPE 50E) M 475.0000 20,900.00 0.000 0.00 167 CABLE RAILING M 15.0000 12,720.00 0.000 0.00 (SF) 168 CABLE ANCHOR ASSEMBLY (DOUBLE) EA 660.0000 1,320.00 0.000 0.00 (S) 169 CABLE ANCHOR ASSEMBLY EA 350.0000 3,500.00 0.000 0.00 (S) (BREAKAWAY, TYPE B) 170 TERMINAL SECTION (TYPE B) EA 65.0000 1,495.00 0.000 0.00 (S) 171 END SECTION EA 100.0000 400.00 0.000 0.00 (S) 172 TERMINAL SYSTEM (TYPE SRT) EA 1,800.0000 57,600.00 0.000 0.00 (S) 173 CRASH CUSHION (TYPE CAT) EA 5,000.0000 30,000.00 0.000 0.00 (S) 174 CRASH CUSHION (TYPE CAT) BACKUP EA 1,000.0000 6,000.00 0.000 0.00 (S) 175 CONCRETE BARRIER (TYPE 60) M 90.0000 307,800.00 0.000 0.00 176 CONCRETE BARRIER (TYPE 60 MODIFIED) M 140.0000 3,500.00 0.000 0.00 177 CONCRETE BARRIER (TYPE 60C) M 525.0000 59,850.00 0.000 0.00 (F) 178 CONCRETE BARRIER (TYPE 60D MODIFIED) M 225.0000 310,500.00 0.000 0.00 179 CONCRETE BARRIER (TYPE 60E) M 630.0000 136,080.00 0.000 0.00 (F) 180 CONCRETE BARRIER (TYPE 60W) M 515.0000 159,650.00 0.000 0.00 181 CONCRETE BARRIER (TYPE 732) M 75.0000 14,100.00 21.000 1,575.00 (F) 182 CONCRETE BARRIER (TYPE 732A) M 85.0000 165,495.00 90.000 7,650.00 (F) 183 CONCRETE BARRIER (TYPE 732 MODIFIED) M 85.0000 423,555.00 0.000 0.00 (F) 184 THERMOPLASTIC PAVEMENT MARKING M2 22.0000 8,800.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 8 DATE 01/18/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 12:32 PM ESTIMATE NO. 14 BID OPENING 10/20/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/18/02 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 01/18/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 44,960.00 25,000.000 20,000.00 25,000.000 20,000.00 (S) 186 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2000 12,474.00 0.000 0.00 (S) 187 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 7,160.00 0.000 0.00 (S) (BROKEN 3.66 M - 0.92 M) 188 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 708.00 0.000 0.00 (S) (BROKEN 5.18 M - 2.14 M) 189 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 3,420.00 0.000 0.00 (S) (BROKEN 11.0 M - 3.5 M) 190 PAINT TRAFFIC STRIPE (2-COAT) M 0.3000 14,820.00 5,621.560 1,686.47 14,184.000 4,255.20 (S) 191 PAINT PAVEMENT MARKING (2-COAT) M2 12.0000 1,680.00 30.210 362.52 (S) 192 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 14,900.00 1,094.000 1,094.00 2,745.000 2,745.00 (S) 193 PAVEMENT MARKER (REFLECTIVE) EA 3.0000 41,100.00 461.000 1,383.00 1,462.000 4,386.00 (S) 194 SIGNAL AND LIGHTING (LOCATION 1) LS 20,000.0000 20,000.00 0.000 0.00 (S) 195 SIGNAL AND LIGHTING (LOCATION 2) LS 25,000.0000 25,000.00 0.000 0.00 (S) 196 LIGHTING AND SIGN ILLUMINATION LS 475,000.0000 475,000.00 0.010 4,750.00 0.090 42,750.00 (S) 197 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 5,000.0000 5,000.00 0.000 0.00 (S) 198 TRAFFIC MONITORING STATION (LOCATION 1) LS 6,000.0000 6,000.00 0.000 0.00 (S) 199 TRAFFIC MONITORING STATION (LOCATION 2) LS 20,000.0000 20,000.00 0.000 0.00 (S) 200 TRAFFIC MONITORING STATION (LOCATION 3) LS 8,000.0000 8,000.00 0.000 0.00 (S) 201 TRAFFIC MONITORING STATION (LOCATION 4) LS 20,000.0000 20,000.00 0.000 0.00 (S) 202 RAMP METERING SYSTEM (LOCATION 1) LS 14,000.0000 14,000.00 0.010 140.00 (S) 203 RAMP METERING SYSTEM (LOCATION 2) LS 20,000.0000 20,000.00 0.000 0.00 (S) 204 RAMP METERING SYSTEM (LOCATION 3) LS 9,000.0000 9,000.00 0.000 0.00 (S) 205 RAMP METERING SYSTEM (LOCATION 4) LS 30,000.0000 30,000.00 0.000 0.00 (S) 206 RAMP METERING SYSTEM (LOCATION 5) LS 8,000.0000 8,000.00 0.000 0.00 (S) 207 RAMP METERING SYSTEM (LOCATION 6) LS 14,000.0000 14,000.00 0.260 3,640.00 (S) 208 RAMP METERING SYSTEM (LOCATION 7) LS 13,000.0000 13,000.00 0.010 130.00 (S) 209 RAMP METERING SYSTEM (LOCATION 8) LS 11,000.0000 11,000.00 0.010 110.00 (S) 210 RAMP METERING SYSTEM (LOCATION 9) LS 7,000.0000 7,000.00 0.010 70.00 (S) 211 COMMUNICATION SYSTEM LS 225,000.0000 225,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 9 DATE 01/18/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 12:32 PM ESTIMATE NO. 14 BID OPENING 10/20/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/18/02 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 01/18/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 621,811.06 11,274,535.50 ADJUSTMENT OF COMPENSATION 51,989.41 20,145.14 EXTRA WORK 156,516.08 683,107.58 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 830,316.55 11,977,788.22 212 MOBILIZATION LS 5259,991.0000 5259,991.00 0.950 4,996,991.45 ORIGINAL CONTRACT AMOUNT 52,666,667.65 TOTAL WORK COMPLETED 830,316.55 16,974,779.67 MATERIALS ON HAND ON SITE 1,762,173.59 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -20,000.00 TOTAL 830,316.55 18,716,953.26 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 01/11/01 980 02/05/01 00/00/00 01/13/05 216 19 0 5 32% 29% PROGRESS IS SATISFACTORY WILLIAM J. GILCHRIST RESIDENT ENGINEER PROGRAM CAS145 DATE 01/18/02