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 02/24/04 EST. NO.34 TIME 08:31 AM R.E. NAME: NAAS, ABDALLA 05-0161U4 --------------------------------------------------------------------------- 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 0004-1 -303.95 E.W. @ F.A.(+) 021502 N R004-1 DAO CORRECTING ENTRY 0006-1 -23.01 042402 N R018 0 DAO CORRECTING ENTRY 0006-2 38.52 042402 N R018 0 DAO CORRECTING ENTRY 0007-5 -330.38 040102 N R016 0 DAO CORRECTING ENTRY 0007-6 344.50 040102 N R016 0 DAO CORRECTING ENTRY 0110-1 -70.43 021103 N R242 0 DAO CORRECTING ENTRY 0110-2 105.77 021103 N R242 0 DAO CORRECTING ENTRY 0137-1 -3,020.12 052803 N MB1 0 DAO CORRECTING ENTRY 0137-2 3,054.89 052803 N MB1 0 DAO CORRECTING ENTRY 0153 3,585.09 051503 N MB3 0 0165 87.91 082003 N R722 0 0166 172.79 062603 N R547 0 0167 168.79 110403 N 1173 0 0168 41.84 011503 N 1325 0 0169 71.91 010804 N 1313 0 005 0218-3 -177.34 E.W. @ F.A.(+) 061203 N R537 0 DAO CORRECTING ENTRY 0218-4 91.09 061203 N R537 0 DAO CORRECTING ENTRY 0274-1 -109.17 090903 N R766 0 DAO CORRECTING ENTRY 0274-2 93.99 090903 N R766 0 DAO CORRECTING ENTRY 0298 2,700.21 120203 N 1188 0 0304 106.90 112503 N 1150 0 0306 93.26 112803 N 1143 0 0307 56.87 110303 N 1103 0 0308 92.96 100803 N 895 0 0308-1 -92.96 100803 N 895 0 DAO CORRECTING ENTRY 0308-2 80.31 100803 N 895 0 DAO CORRECTING ENTRY 0309 44.24 091603 N R847 0 0310 105.98 102303 N 903 0 0311 142.88 102403 N 1192 0 0312 100.48 100703 N 891 0 0313 653.40 102103 N 908 0 0314 87.98 111003 N 1112 0 0315 477.42 111103 N 1110 0 0316 2,700.21 100703 N 1072 0 0317 2,183.50 101503 N 919 0 0319 62.66 100703 N 892 0 0320 90.97 103003 N 916 0 0321 92.96 102003 N 911 0 0322 111.55 102103 N 907 0 0323 110.75 101503 N 901 0 0324 92.96 101703 N 899 0 0325 166.38 110603 N 1092 0 0326 28.44 110603 N 1093 0 0327 259.12 120903 N 1335 0 0328 77.73 072503 N R662 0 0329 200.95 072503 N R660 0 0330 863.46 072403 N R663 0 0331 448.26 072403 N R664 0 0332 1,042.59 010604 N 1318 0 0333 15.09 011204 N 1331 0 0334 25.11 112103 N 1174 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 02/24/04 EST. NO.34 TIME 08:31 AM R.E. NAME: NAAS, ABDALLA 05-0161U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0335 331.16 120403 N 1185 0 0336 171.06 110503 N 1161 0 0337 120.91 112403 N 1154 0 0338 50.24 110403 N 1098 0 0339 56.87 110503 N 1097 0 0340 198.83 110303 N 1100 0 0341 130.01 110303 N 1102 0 0342 82.41 110303 N 1101 0 0343 150.71 110303 N 1105 0 0344 20.02 111203 N 1109 0 0345 122.08 111403 N 005 0 0346 290.42 091803 N R819 0 0347 264.87 111203 N 1177 0 0348 75.10 081103 N 1131 0 0349 353.27 080503 N R814 0 0350 409.20 093003 N 1170 0 0351 144.14 112403 N 1152 0 0352 235.53 112503 N 1148 0 0353 275.61 111703 N 1142 0 0354 671.16 112603 N 1145 0 0355 1,462.73 111703 N 1160 0 0356 1,314.38 102903 N 1089 0 0357 172.96 111903 N 1138 0 0358 182.26 112103 N 1134 0 0359 154.56 112003 N 1136 0 0360 160.18 112403 N 1153 0 0362 216.55 111203 N 1176 0 0363 280.32 112103 N 1175 0 0364 374.47 112103 N 1133 0 0365 1,311.52 092303 N 1132 0 0366 206.67 103003 N 915 0 0367 139.06 092203 N R852 0 0368 143.80 111403 N 1108 0 0369 235.46 111503 N 1106 0 0370 103.65 110503 N 1096 0 0371 326.16 110603 N 1091 0 0373 395.81 090403 N R700 0 0374 20.03 111303 N 1181 0 0375 23.27 092203 N 1191 0 0376 219.78 090903 N 1190 0 0377 348.62 112403 N 1183 0 0378 207.47 120503 N 1186 0 0379 80.61 112103 N 1135 0 0380 432.41 112403 N 1151 0 0381 155.51 112003 N 1137 0 0382 348.03 100703 N 923 0 0383 589.88 103003 N 1084 0 0384 82.59 103003 N 1083 0 0385 1,158.18 103003 N 917 0 0386 62.31 091903 N R818 0 0387 386.90 091103 N R834 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 02/24/04 EST. NO.34 TIME 08:31 AM R.E. NAME: NAAS, ABDALLA 05-0161U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0388 200.23 101603 N 887 0 0389 160.55 103003 N 914 0 0390 75.45 101603 N 888 0 0391 93.45 100303 N R826 0 0392 85.77 100903 N 1087 0 0393 62.66 101003 N R863 0 0394 93.99 101303 N 885 0 0395 39.18 090903 N R764 0 0396 93.99 091503 N R849 0 0397 80.31 100203 N R828 0 0398 62.66 100103 N R829 0 0399 80.31 093003 N R830 0 0400 78.32 092903 N R831 0 0401 78.32 092603 N R808 0 0402 80.31 092503 N R853 0 0403 96.37 092403 N R855 0 0404 80.31 092303 N R857 0 0405 80.31 092203 N R859 0 0406 39.18 091903 N R816 0 0407 93.99 091803 N R838 0 0408 62.66 091703 N R842 0 0409 94.42 091603 N R864 0 0410 1,410.60 011504 N 1324 0 0411 191.00 010804 N 1314 0 0412 1,042.61 010504 N 1319 0 0413 100.47 010204 N 1321 0 0414 300.87 011404 N 1326 0 0415 33.43 011404 N 1327 0 0416 1,079.97 011304 N 1329 0 0417 22.68 010904 N 1312 0 0418 261.67 070703 N R647 0 0419 1,567.85 011604 N 1323 0 0420 254.09 123103 N 1322 0 0421 563.09 072203 N R667 0 0422 343.15 080103 N R636 0 0423 422.48 011204 N 1332 0 0424 69.54 010604 N 1317 0 0425 200.93 071803 N R659 0 006 0011 469.43 E.W. @ F.A.(+) 112203 N 904 0 0012 538.93 080703 N SCQ310 0013 11,806.50 111602 N 0013 0 011 0001 227.13 E.W. @ F.A.(+) 050103 N BV5 0 012 0052 147.45 E.W. @ F.A.(+) 053103 N R453 0 0091 194.18 051403 N R432 0 0092 626.85 042803 N R412 0 0093 805.18 042103 N R456 0 0094 33.83 042203 N R389 0 0095 33.83 042403 N R391 0 0096 20.24 043003 N R384 0 0097 53.50 042303 N R370 0 0098 669.81 042203 N R364-1 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 02/24/04 EST. NO.34 TIME 08:31 AM R.E. NAME: NAAS, ABDALLA 05-0161U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0099 257.46 010704 N 1315 0 015 0006 476.01 E.W. @ F.A.(+) 051403 N R422 0 016 0024 884.00 E.W. @ F.A.(+) 100303 N R824 0 0025 608.22 092203 N R860 0 0026 1,061.54 091803 N R837 0 0027 1,249.48 091703 N R843 0 0027-1 -1,249.48 091703 N R843 0 DAO CORRECTING ENTRY 0027-2 1,247.68 091703 N R843 0 DAO CORRECTING ENTRY 0028 1,138.83 091903 N R817 0 0029 1,085.93 091603 N 1062 0 0030 340.36 073103 N R672 0 0031 255.53 091703 N R839 0 0032 1,704.45 101003 N 1274 0 0033 610.66 121003 N 1252 0 0034 260.62 121103 N 1250 0 024 0001 33.02 E.W. @ F.A.(+) 100303 N 1169 0 0002 659.56 100303 N R825 0 0003 312.07 100503 N 897 0 0004 218.33 100403 N R861 0 0005 254.88 100603 N 896 0 0006 125.31 100703 N 890 0 0007 100.47 100803 N 893 0 69,534.00 TOTAL THIS ESTIMATE 575,998.43 TOTAL PREVIOUS ESTIMATE 645,532.43 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 02/24/04 EST. NO.34 TIME 08:31 AM R.E. NAME: NAAS, ABDALLA 05-0161U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE DEDUCTION CCO PNDG. -6,345.38 05 QCQA MIX DESIGN TEST -3,000.00 10 SWAPP NONCOMPLIANCE -92,242.92 10 SWPPP NON COMPLIANCE 70,242.92 11 REL SWPPP PENALTY 25,000.00 12 10% DEDUCTION SWPPP -40,000.00 15 REL SWPPP DEDCTN 10% 40,000.00 16 SURVEY RESTAKING -600.00 19 25% RETENTION FORCPM -29,526.67 19 25%RETENTION SWPPPNC -22,145.00 19 REL CPM RETENTION 29,526.67 20 RELEASE SWPPP NC 22,145.00 20 ADJUST #67 QCQA -9,277.57 27 SWPPP NON-COMPLIANCE -39,523.85 28 SWPPP IN COMPLIANCE 39,523.85 29 ITEM #67 A/C -9,925.52 30 ITEM #67-$6.91/TONNE -28,684.10 31 0.00 -54,832.57 TOTAL DEDUCTIONS 0.00 -54,832.57 PROGRAM CAS145 PAGE 1 DATE 02/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161U4 TIME 08:31 AM ESTIMATE NO. 34 BID OPENING 08/07/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: NAAS, ABDALLA DATE OF THIS ESTIMATE 02/24/04 LOCATION PROGRESS ESTIMATE 05-MON-101-95.0/95.8 ----------------- R M HARRIS COMPANY INC IN MONTEREY COUNTY NEAR PRUNEDALE 1000 HOWE ROAD AT ROUTE 101 FROM 0.1 KM SOUTH TO MARTINEZ CA 94553 0.4 KM NORTH OF ROUTE 156/101 SEP AND ON ROUTE 156 FROM MCGUFFIE ROAD TO ROUTE 156/101 SEPARATION FED. AID NO. ACNH-X053(20)E MODIFY INTERCHANGE AND RAMPS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 15,000.0000 15,000.00 0.750 11,250.00 02 TIME-RELATED OVERHEAD WDAY 900.0000 360,000.00 400.000 360,000.00 03 TEMPORARY FENCE (TYPE ESA) M 20.0000 8,000.00 308.360 6,167.20 S) 04 450 MM TEMPORARY CULVERT M 120.0000 4,560.00 38.000 4,560.00 05 TEMPORARY DRAINAGE INLET EA 450.0000 900.00 2.000 900.00 06 200 MM TEMPORARY ENTRANCE TAPER EA 80.0000 480.00 4.000 320.00 07 200 MM TEMPORARY ANCHOR ASSEMBLY EA 50.0000 1,400.00 33.000 1,650.00 08 200 MM TEMPORARY PIPE DOWNDRAIN M 30.0000 2,610.00 89.020 2,670.60 09 450 MM TEMPORARY PIPE DOWNDRAIN M 80.0000 2,640.00 31.560 2,524.80 10 450 MM TEMPORARY ANCHOR ASSEMBLY EA 80.0000 880.00 11.000 880.00 11 PREPARE STORM WATER POLLUTION LS 8,000.0000 8,000.00 0.750 6,000.00 PREVENTION PLAN 12 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 0.900 45,000.00 13 CONSTRUCTION AREA SIGNS LS 13,000.0000 13,000.00 0.950 12,350.00 S) 14 TRAFFIC CONTROL SYSTEM LS 110,000.0000 110,000.00 0.900 99,000.00 S) 15 TYPE III BARRICADE EA 90.0000 3,600.00 15.000 1,350.00 S) 16 TEMPORARY TRAFFIC STRIPE (TAPE) M 9.0000 63,990.00 5,102.000 45,918.00 S) 17 TEMPORARY PAVEMENT MARKING (TAPE) M2 100.0000 2,300.00 55.890 5,589.00 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 60.0000 12,600.00 130.000 7,800.00 S) 19 CHANNELIZER (SURFACE MOUNTED) EA 80.0000 1,440.00 0.000 0.00 S) (LEFT IN PLACE) 20 TEMPORARY PAVEMENT MARKER EA 5.0000 3,600.00 520.000 2,600.00 S) 21 TEMPORARY METAL BEAM GUARD RAILING M 50.0000 800.00 0.000 0.00 S) 22 TEMPORARY TERMINAL SECTION (TYPE B) EA 50.0000 50.00 0.000 0.00 S) PROGRAM CAS145 PAGE 2 DATE 02/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161U4 TIME 08:31 AM ESTIMATE NO. 34 BID OPENING 08/07/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: NAAS, ABDALLA DATE OF THIS ESTIMATE 02/24/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY END SECTION EA 50.0000 50.00 0.000 0.00 S) 24 TEMPORARY TERMINAL SYSTEM EA 1,300.0000 2,600.00 0.000 0.00 S) (TYPE SRT) 25 PORTABLE CHANGEABLE MESSAGE SIGN LS 18,000.0000 18,000.00 0.900 16,200.00 S) 26 TEMPORARY RAILING (TYPE K) M 60.0000 109,800.00 1,630.250 97,815.00 27 TEMPORARY CRASH CUSHION MODULE EA 250.0000 37,500.00 111.000 27,750.00 S) 28 REMOVE PAINTED TRAFFIC STRIPE M 5.0000 15,900.00 1,396.430 6,982.15 S) 29 REMOVE PAINTED PAVEMENT MARKING M2 40.0000 320.00 5.290 211.60 S) 30 REMOVE PAVEMENT MARKER EA 1.0000 2,000.00 445.000 445.00 S) 31 REMOVE ROADSIDE SIGN EA 150.0000 6,300.00 8.000 1,200.00 32 REMOVE ASPHALT CONCRETE DIKE M 27.0000 1,404.00 0.000 0.00 33 REMOVE PIPE M 350.0000 49,000.00 83.300 29,155.00 34 REMOVE HEADWALL EA 2,600.0000 5,200.00 0.000 0.00 35 RECONSTRUCT METAL BEAM GUARD RAILING M 50.0000 1,500.00 0.000 0.00 S) 36 RELOCATE ROADSIDE SIGN EA 250.0000 1,000.00 1.000 250.00 37 ADJUST INLET EA 600.0000 1,200.00 0.000 0.00 38 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 9.0000 14,580.00 2,040.000 18,360.00 S) 39 REMOVE CONCRETE M3 140.0000 2,380.00 4.300 602.00 40 CAP INLET EA 600.0000 600.00 0.000 0.00 41 CLEARING AND GRUBBING LS 45,000.0000 45,000.00 1.000 45,000.00 42 ROADWAY EXCAVATION M3 9.0000 367,200.00 35,112.000 316,008.00 43 SHOULDER BACKING STA 2,000.0000 8,000.00 0.000 0.00 44 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 88,000.00 1,760.000 88,000.00 F) 45 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 68,500.00 1,370.000 68,500.00 F) 46 STRUCTURE BACKFILL (BRIDGE) M3 85.0000 90,865.00 1,069.000 90,865.00 F) 47 STRUCTURE BACKFILL (RETAINING WALL) M3 80.0000 83,200.00 1,040.000 83,200.00 F) 48 PERVIOUS BACKFILL MATERIAL M3 100.0000 7,600.00 76.000 7,600.00 F) 49 PERVIOUS BACKFILL MATERIAL (RETAINING M3 100.0000 9,500.00 95.000 9,500.00 F) WALL) PROGRAM CAS145 PAGE 3 DATE 02/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161U4 TIME 08:31 AM ESTIMATE NO. 34 BID OPENING 08/07/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: NAAS, ABDALLA DATE OF THIS ESTIMATE 02/24/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 EARTH RETAINING STRUCTURE M2 900.0000 173,700.00 193.000 173,700.00 F) 51 IMPORTED BORROW M3 8.2500 218,625.00 32,039.000 264,321.75 52 HIGHWAY PLANTING LS 65,000.0000 65,000.00 0.000 0.00 S) 53 EROSION CONTROL (BLANKET) (TYPE 1) M2 2.7000 5,400.00 5,750.000 15,525.00 S) 54 EROSION CONTROL (BLANKET) (TYPE 2) M2 15.0000 3,000.00 0.000 0.00 S) 55 STRAW (EROSION CONTROL) TONN 600.0000 6,600.00 4.970 2,982.00 S) 56 FIBER (EROSION CONTROL) KG 0.7000 4,200.00 3,460.000 2,422.00 S) 57 MOVE IN OR MOVE OUT (EROSION CONTROL) EA 700.0000 2,100.00 3.000 2,100.00 S) 58 PURE LIVE SEED (EROSION CONTROL) KG 90.0000 13,500.00 158.720 14,284.80 S) 59 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 6.0000 2,700.00 884.000 5,304.00 S) 60 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 2,400.00 379.000 1,516.00 S) 61 PLANT ESTABLISHMENT WORK LS 20,000.0000 20,000.00 0.000 0.00 S) 62 IRRIGATION SYSTEM LS 62,000.0000 62,000.00 0.000 0.00 S) 63 250 MM CORRUGATED HIGH DENSITY M 200.0000 36,000.00 123.800 24,760.00 S) POLYETHYLENE PIPE CONDUIT 64 300 MM WELDED STEEL PIPE CONDUIT M 450.0000 16,650.00 0.000 0.00 S) (6.35 MM THICK) 65 FINISHING ROADWAY LS 11,000.0000 11,000.00 0.000 0.00 66 CLASS 2 AGGREGATE BASE M3 45.0000 279,000.00 4,590.000 206,550.00 67 ASPHALT CONCRETE TONN 69.0000 869,400.00 8,880.860 612,779.34 68 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 2,600.00 8.000 160.00 AREA) 69 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 6.0000 3,000.00 403.000 2,418.00 70 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 6.0000 780.00 81.000 486.00 71 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 7.0000 10,290.00 1,018.000 7,126.00 72 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 6.0000 504.00 179.000 1,074.00 73 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,000.0000 13,000.00 3.670 3,670.00 74 FURNISH PILING (CLASS 900) M 62.0000 24,614.00 397.000 24,614.00 75 DRIVE PILE (CLASS 900) EA 600.0000 15,600.00 26.000 15,600.00 S) 76 FURNISH PILING (CLASS 625) M 68.0000 106,012.00 1,538.250 104,601.00 PROGRAM CAS145 PAGE 4 DATE 02/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161U4 TIME 08:31 AM ESTIMATE NO. 34 BID OPENING 08/07/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: NAAS, ABDALLA DATE OF THIS ESTIMATE 02/24/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 DRIVE PILE (CLASS 625) EA 650.0000 86,450.00 133.000 86,450.00 S) 78 PRESTRESSING CAST-IN-PLACE CONCRETE LS 38,000.0000 38,000.00 1.000 38,000.00 S) 79 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 94,000.00 188.000 94,000.00 F) 80 STRUCTURAL CONCRETE, BRIDGE M3 575.0000 543,375.00 945.000 543,375.00 F) 81 STRUCTURAL CONCRETE, RETAINING WALL M3 460.0000 220,800.00 480.000 220,800.00 F) 82 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 20,000.00 16.520 13,216.00 F) (TYPE EQ) 83 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 65,800.00 94.000 65,800.00 F) (TYPE N) 84 CLASS 2 CONCRETE M3 750.0000 507,750.00 406.200 304,650.00 F) 85 CLASS 1 CONCRETE (BOX CULVERT) M3 3,500.0000 10,500.00 3.000 10,500.00 F) 86 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 9,000.00 3.740 5,610.00 F) 87 MINOR CONCRETE (INVERT PAVING) M3 500.0000 5,500.00 5.500 2,750.00 F) 88 ARCHITECTURAL TREATMENT M2 80.0000 53,760.00 672.000 53,760.00 F) 89 JOINT SEAL (MR 15 MM) M 130.0000 4,680.00 0.000 0.00 S) 90 JOINT SEAL (MR 50 MM) M 220.0000 7,700.00 0.000 0.00 S) 91 BAR REINFORCING STEEL KG 1.3000 95,305.60 43,360.000 56,368.00 SF) 92 BAR REINFORCING STEEL (BRIDGE) KG 1.4000 175,532.00 125,380.000 175,532.00 SF) 93 BAR REINFORCING STEEL (RETAINING WALL) KG 1.6000 78,304.00 48,940.000 78,304.00 SF) 94 BAR REINFORCING STEEL (BOX CULVERT) KG 5.0000 1,250.00 250.000 1,250.00 SF) 95 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 9.0000 9,603.00 1,067.000 9,603.00 F) WITH WALKWAY) 96 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 4.0000 4,268.00 1,067.000 4,268.00 SF)WITH WALKWAY) 97 FURNISH SIGN STRUCTURE (TUBULAR) KG 8.0000 28,080.00 0.000 0.00 F) 98 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.5000 5,265.00 0.000 0.00 SF) 99 1070 MM CAST-IN-DRILLED-HOLE M 3,200.0000 41,600.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 00 ROADSIDE SIGN - ONE POST EA 225.0000 10,350.00 16.000 3,600.00 01 ROADSIDE SIGN - TWO POST EA 650.0000 8,450.00 5.000 3,250.00 02 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 100.00 0.000 0.00 METHOD) 03 INSTALL ROADSIDE SIGN EA 1,300.0000 3,900.00 3.000 3,900.00 (LAMINATED WOOD BOX POST) PROGRAM CAS145 PAGE 5 DATE 02/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161U4 TIME 08:31 AM ESTIMATE NO. 34 BID OPENING 08/07/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: NAAS, ABDALLA DATE OF THIS ESTIMATE 02/24/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 450 MM ALTERNATIVE PIPE CULVERT M 420.0000 23,100.00 40.200 16,884.00 05 600 MM ALTERNATIVE PIPE CULVERT M 450.0000 49,500.00 136.140 61,263.00 06 300 MM CORRUGATED STEEL PIPE M 400.0000 4,000.00 10.670 4,268.00 (1.63 MM THICK) 07 450 MM CORRUGATED STEEL PIPE M 400.0000 4,000.00 0.000 0.00 (1.63 MM THICK) 08 600 MM CORRUGATED STEEL PIPE M 450.0000 900.00 0.000 0.00 (1.63 MM THICK) 09 900 MM CORRUGATED STEEL PIPE M 700.0000 4,200.00 3.200 2,240.00 (1.63 MM THICK) 10 200 MM ENTRANCE TAPER EA 250.0000 2,500.00 6.000 1,500.00 11 200 MM ANCHOR ASSEMBLY EA 200.0000 9,800.00 28.000 5,600.00 12 200 MM ALTERNATIVE PIPE DOWNDRAIN M 120.0000 18,000.00 51.500 6,180.00 13 300 MM ALTERNATIVE FLARED END SECTION EA 900.0000 900.00 1.000 900.00 14 450 MM ALTERNATIVE FLARED END SECTION EA 500.0000 1,000.00 0.000 0.00 15 600 MM ALTERNATIVE FLARED END SECTION EA 400.0000 2,400.00 6.000 2,400.00 16 900 MM PRECAST CONCRETE PIPE INLET M 150.0000 450.00 1.500 225.00 17 MANHOLE EA 5,200.0000 5,200.00 1.000 5,200.00 18 SLOPE PAVING (CONCRETE) M3 750.0000 66,000.00 99.000 74,250.00 F) 19 MINOR CONCRETE (MISCELLANEOUS M3 400.0000 7,200.00 0.000 0.00 CONSTRUCTION) 20 MINOR CONCRETE (GUTTER) M 70.0000 4,900.00 70.000 4,900.00 F) 21 MISCELLANEOUS IRON AND STEEL KG 2.5000 2,385.00 551.000 1,377.50 F) 22 MISCELLANEOUS METAL (BRIDGE) KG 20.0000 6,000.00 300.000 6,000.00 F) 23 FENCE (TYPE BW, WOOD POST) M 100.0000 440.00 0.000 0.00 S) 24 SURVEY MONUMENT (TYPE A) EA 600.0000 3,600.00 0.000 0.00 25 DELINEATOR (CLASS 1) EA 30.0000 1,350.00 0.000 0.00 26 OBJECT MARKER (TYPE R) EA 100.0000 100.00 0.000 0.00 27 METAL BEAM GUARD RAILING (WOOD POST) M 200.0000 24,000.00 104.000 20,800.00 S) 28 CONCRETE BARRIER (TYPE 27 MODIFIED) M 220.0000 85,800.00 385.000 84,700.00 F) 29 CABLE RAILING M 120.0000 5,400.00 45.000 5,400.00 SF) 30 TERMINAL SECTION (TYPE B) EA 100.0000 700.00 6.000 600.00 S) PROGRAM CAS145 PAGE 6 DATE 02/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161U4 TIME 08:31 AM ESTIMATE NO. 34 BID OPENING 08/07/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: NAAS, ABDALLA DATE OF THIS ESTIMATE 02/24/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 END SECTION EA 100.0000 300.00 3.000 300.00 S) 32 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 20,000.00 7.000 14,000.00 S) 33 CRASH CUSHION (REACT 9CBB) EA 50,000.0000 50,000.00 1.000 50,000.00 S) 34 CRASH CUSHION (REACT 9SCBS) EA 45,000.0000 45,000.00 1.000 45,000.00 S) 35 CONCRETE BARRIER (TYPE 60) M 300.0000 3,600.00 11.340 3,402.00 36 CONCRETE BARRIER (TYPE 60D) M 150.0000 24,300.00 155.300 23,295.00 F) 37 THERMOPLASTIC PAVEMENT MARKING M2 44.0000 10,120.00 142.100 6,252.40 S) 38 THERMOPLASTIC TRAFFIC STRIPE M 2.0000 15,000.00 5,109.000 10,218.00 S) (SPRAYABLE) 39 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 860.00 0.000 0.00 S) 40 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 4,380.00 146.000 876.00 S) 41 LIGHTING LS 160,000.0000 160,000.00 0.597 95,520.00 S) 42 MODIFY SIGNAL AND LIGHTING LS 180,000.0000 180,000.00 0.945 170,100.00 S) PROGRAM CAS145 PAGE 7 DATE 02/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161U4 TIME 08:31 AM ESTIMATE NO. 34 BID OPENING 08/07/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: NAAS, ABDALLA DATE OF THIS ESTIMATE 02/24/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 5,508,804.14 ADJUSTMENT OF COMPENSATION 0.00 1,130.88 EXTRA WORK 69,534.00 644,401.55 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 69,534.00 6,154,336.57 43 MOBILIZATION LS 720,000.0000 720,000.00 1.000 720,000.00 ORIGINAL CONTRACT AMOUNT 7,367,431.60 TOTAL WORK COMPLETED 69,534.00 6,874,336.57 MATERIALS ON HAND ON SITE 6,416.90 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -54,832.57 TOTAL 69,534.00 6,825,920.90 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 09/10/01 650 02/01/02 12/03/01 04/09/04 377 178 4 1 85% 93% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU W H Y ... W H Y ... W H NAAS, ABDALLA RESIDENT ENGINEER PROGRAM CAS145 PAGE 9 DATE 02/24/04