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 07/26/04 EST. NO.33 TIME 11:29 AM R.E. NAME: FRAYWAT, NABIL 08-3555U4 --------------------------------------------------------------------------- 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 0632 43.62 E.W. @ F.A.(+) 042804 N 2532.0 0633 225.19 042804 N 2553.0 0634 1,013.76 051304 N 2598.0 0635 477.62 052604 N 2631.0 0636 627.19 112502 N 2641.0 0637 404.02 111902 N 2642.0 0638 704.55 112202 N 2643.0 0639 793.64 012303 N 2724.0 0640 35.77 062404 N 2747.0 0641 423.04 080503 N 1425.0 0642 495.95 082803 N 1521.0 0643 215.32 082903 N 1576.0 0644 7,231.81 111303 N 1646.0 0645 223.70 111203 N 1648.0 0646 521.70 111903 N 1884.0 0647 213.38 111903 N 1891.0 0648 1,300.99 112003 N 1893.0 0649 3,617.86 120203 N 1918.0 0650 693.23 120303 N 1923.0 0651 1,019.41 012304 N 1963.0 0652 481.31 040704 N 2323.0 0653 840.02 052104 N 2752.0 0654 1,460.12 062404 N 2753.0 0655 907.99 062404 N 2754.0 0656 210.62 062504 N 2757.0 0657 96.99 062204 N 2760.0 0658 512.66 062104 N 2764.0 0659 902.24 062104 N 2766.0 0660 391.08 052004 N 2774.0 0661 353.50 052004 N 2775.0 0662 1,477.17 062204 N 2029.0 0663 80.23 043004 N 2537.0 0664 257.04 042604 N 2549.0 0665 437.38 060704 N 2787.0 002 0036 1,400.00 E.W. @ F.A.(+) 090903 N 2665.0 0037 662.50 012103 N 2742.0 006 1154-1 -2,666.16 E.W. @ F.A.(+) 050404 N 2573.0 DAO CORRECTING ENTRY 1154-2 2,318.40 050404 N 2573.0 DAO CORRECTING ENTRY 1170 173.11 110703 N 1589.0 1171 173.11 110703 N 1590.0 1172 173.11 110603 N 1592.0 1173 173.11 110403 N 1598.0 1174 173.11 110403 N 1599.0 1175 173.11 110503 N 1601.0 1176 173.11 110503 N 1602.0 1177 150.07 110703 N 1606.0 1178 323.18 090203 N 1617.0 1179 173.11 091203 N 1626.0 1180 173.11 091103 N 1629.0 1181 337.08 091003 N 1636.0 1182 173.11 111403 N 1643.0 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 07/26/04 EST. NO.33 TIME 11:29 AM R.E. NAME: FRAYWAT, NABIL 08-3555U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 1183 346.23 111403 N 1645.0 1184 173.11 111303 N 1647.0 1185 173.11 111003 N 1649.0 1186 173.11 093003 N 1661.0 1187 173.11 102003 N 1673.0 1188 557.75 111903 N 1729.0 1189 1,233.38 111803 N 1736.0 1190 672.75 112203 N 1737.0 1191 691.44 111403 N 1738.0 1192 233.19 021604 N 2298.0 1193 747.50 082703 N 1259.0 1194 1,121.25 081403 N 1274.0 1195 346.23 080103 N 1379.0 1196 519.34 101603 N 1510.0 1197 173.11 101703 N 1517.0 1198 323.18 082703 N 1550.0 1199 173.11 110303 N 1587.0 1200 173.11 110303 N 1588.0 1201 173.11 081903 N 2748.0 1202 346.23 031204 N 2366.0 1203 519.34 032404 N 2392.0 1204 519.34 032304 N 2395.0 1205 521.30 032504 N 2396.0 1206 523.27 032204 N 2404.0 1207 346.23 031704 N 2416.0 1208 348.19 031804 N 2419.0 1209 747.42 031904 N 2420.0 1210 348.19 031604 N 2422.0 1211 299.00 013003 N 2809.0 1212 323.18 092603 N 2496.0 1213 1,345.50 052104 N 2605.0 1214 174.62 050504 N 2611.0 1215 340.74 052404 N 2630.0 1216 340.74 052804 N 2632.0 1217 218.28 052804 N 2634.0 1218 174.62 052704 N 2636.0 1219 340.74 052704 N 2637.0 1220 149.50 050304 N 2656.0 1221 172.16 021703 N 2723.0 1222 113.04 090303 N 1421.0 1223 1,172.13 100303 N 1956.0 1224 346.23 123103 N 2013.0 1225 519.34 122903 N 2016.0 1226 346.23 011204 N 2118.0 1227 448.50 032304 N 2294.0 1228 1,345.50 031904 N 2295.0 1229 195.16 072903 N 1111.0 1230 349.25 051904 N 2727.0 1231 174.62 051904 N 2728.0 1232 174.62 051804 N 2729.0 1233 349.25 052104 N 2730.0 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 07/26/04 EST. NO.33 TIME 11:29 AM R.E. NAME: FRAYWAT, NABIL 08-3555U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 1234 174.62 052004 N 2732.0 1235 174.62 052004 N 2734.0 1236 349.25 052004 N 2735.0 1237 349.25 051804 N 2737.0 1238 349.25 051704 N 2739.0 1239 174.62 051704 N 2740.0 1240 174.62 052104 N 2751.0 1241 349.25 062504 N 2755.0 1242 151.21 062204 N 2761.0 1243 151.21 062104 N 2765.0 1244 174.62 062504 N 2767.0 1245 174.62 062404 N 2768.0 1246 349.25 062404 N 2770.0 1247 349.25 062104 N 2771.0 1248 349.25 062204 N 2772.0 1249 174.62 061004 N 2776.0 1250 350.91 021804 N 2249.0 1251 173.11 030104 N 2345.0 1252 1,196.00 050304 N 2591.0 1253 340.74 050704 N 2624.0 1254 174.62 061104 N 2777.0 1255 174.62 061104 N 2778.0 1256 174.62 060904 N 2780.0 1257 349.25 060704 N 2781.0 1258 174.62 060804 N 2782.0 1259 174.62 060704 N 2783.0 1260 174.62 060804 N 2784.0 1261 174.62 060904 N 2785.0 1262 151.21 060904 N 2793.0 1263 697.33 032904 N 2289.0 1264 399.78 031304 N 2365.0 1265 521.30 031504 N 2424.0 008 0035 1,607.57 E.W. @ F.A.(+) 033104 N 2652 0 0036 2,279.06 040204 N 2654 0 0037 1,826.29 040504 N 2653 0 0038 1,018.57 040604 N 2655 0 0039 362.52 043004 N 2650 0 0040 2,809.30 050304 N 2648 0 0041 1,749.46 050404 N 2651 0 0042 451.93 050704 N 2649 0 0043 191.64 050504 N 2749 0 012 0001 7,965.32 A.C. @ L.S.(+) 070804 N 2808.0 017 0011 114,759.24 A.C. @ U.P.(+) 072104 N 0011 0 019 0025 13,488.00 E.W. @ F.A.(+) 072104 N 0025 0 020 0072 250.00 E.W. @ U.P (+) 051904 N 2726.0 0073 250.00 051804 N 2738.0 023 0010 6,300.00 E.W. @ L.S.(+) 022103 N 0010 0 027 0002 463.45 E.W. @ F.A.(+) 092402 N 0158.0 0023 796.95 113003 N 1912.0 032 0006 6,265.77 E.W. @ L.S.(+) 090602 N 2841.0 039 0001 14,591.00 A.C. @ L.S.(+) 070904 N 2806.0 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 07/26/04 EST. NO.33 TIME 11:29 AM R.E. NAME: FRAYWAT, NABIL 08-3555U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 041 0001 3,097.49 A.C. @ L.S.(+) 071504 N 2844.0 054 0001 1,105.61 E.W. @ F.A.(+) 101503 N 2121.0 0002 1,282.57 101703 N 2122.0 0003 517.65 032404 N 2397.0 060 0001 941.56 E.W. @ F.A.(+) 051303 N 1473.0 0002 657.13 052003 N 1474.0 0003 1,321.20 051303 N 2659.0 068 0007 4,341.60 E.W. @ F.A.(+) 110403 N 2592.0 0008 4,359.22 112003 N 2292.0 070 0001 830.88 E.W. @ F.A.(+) 101303 N 1478.0 0002 2,453.20 101603 N 1514.0 0003 1,504.20 101703 N 1546.0 0004 677.80 101303 N 1547.0 0005 580.75 102903 N 1740.0 072 0020 6,120.93 E.W. @ F.A.(+) 102403 N 1662.0 0021 2,820.61 102203 N 1668.0 074 0026 69.70 E.W. @ F.A.(+) 061004 N 2667.0 0027 1,355.57 060704 N 2790.0 0028 2,196.28 061104 N 2792.0 0029 1,229.85 060904 N 2794.0 0030 1,229.85 060804 N 2795.0 0031 1,229.85 061004 N 2796.0 0032 1,600.92 061404 N 2820.0 0033 501.66 061504 N 2822.0 0034 56,051.23 072004 N 2863.0 092 0002 27,885.36 E.W. @ L.S.(+) 032404 N 2596.0 097 0003 1,112.29 E.W. @ F.A.(+) 030204 N 2363.0 368,628.36 TOTAL THIS ESTIMATE 3,501,328.34 TOTAL PREVIOUS ESTIMATE 3,869,956.70 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 07/26/04 EST. NO.33 TIME 11:29 AM R.E. NAME: FRAYWAT, NABIL 08-3555U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE A/C OUT OF SPEC -592.31 02 SWPPP NON-COMPLIANCE -584,111.92 06 ITEM NO. 113 -1,200.00 07 SWPPP NON-COMPLIANCE 584,111.92 07 REQUEST FOR STAKING -22,500.00 11 SWPPP NON-COMPLIANCE -1,150,558.00 11 TEST STRIP DENSITY -3,530.90 11 SWPPP NON COMPLIANCE 1,150,558.00 12 INADEQUATE LCB -965.25 15 OUT OF STATE INSPECT -5,000.00 15 PCCP DEFICIENCIES -19,886.23 18 SURVEY RESTAKING -3,600.00 18 SWPPP -1,377,603.50 18 PCCP DEFICIENCIES -3,867.84 19 ASPHALT GRADING -1,150.50 21 SWPPP 1,377,603.50 22 AB OUT OF COMPLIANCE -1,200.00 23 PCCP THICKNESS DEFIC -11,793.87 23 SWPPP VIOLATION -624,757.57 23 SWPPP VIOLATION 624,757.57 24 SURVEY RESTAKING -5,512.50 30 SWPPP NON-COMPLIANCE -744,277.70 30 SWPPP NON-COMPLIANCE 744,277.70 31 PCCP DEFICIENCIES -11,316.85 33 -11,316.85 -92,116.25 LABOR COMPLIANCE VIOLATION PAYROLL DISCREPANCY -10,000.00 08 PAYROLL DISCREPANCY 10,000.00 09 MISSING DOCUMENTS -10,000.00 19 MISSING PAYROLLS -10,000.00 21 MISSING DOCUMENTS 20,000.00 23 MISSING DOCUMENTS -10,000.00 25 MISSING DOCUMENTS 10,000.00 26 MISSING DOCUMENTS -4,000.00 27 MISSING DOCUMENTS -10,000.00 28 MISSING DOC. EST 27 3,000.00 28 MISSING DOCUMENTS -10,000.00 29 MISS DOC PART PE #29 9,000.00 30 MISSING DOCUMENTS -6,000.00 30 MISSING DOC. PE #28 10,000.00 30 MISSING DOCUMENTS -5,000.00 31 PART RELEASE PE 30 5,000.00 31 MISSING DOCUMENTS 8,000.00 33 8,000.00 0.00 TOTAL DEDUCTIONS -3,316.85 -92,116.25 PROGRAM CAS145 PAGE 1 DATE 07/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:29 AM ESTIMATE NO. 33 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 07/26/04 LOCATION PROGRESS ESTIMATE 08-SBD-15-41.9/70.6 ----------------- E L YEAGER CONSTRUCTION IN SAN BERNARDINO COUNTY IN AND COMPANY INC NEAR VICTORVILLE, APPLE VALLEY AND P O BOX 87 BARSTOW AT VARIOUS LOCATIONS RIVERSIDE CA 925020087 FED. AID NO. ACIM-015 -1(215)145,ACNH-015 -1(215)N ,I-015 -1(215)N WIDEN ROADWAY AND BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ 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 22,500.0000 22,500.00 0.750 16,875.00 02 TEMPORARY TORTOISE FENCE M 8.5000 5,100.00 5,468.500 46,482.25 03 TEMPORARY FENCE (TYPE CL-1.8) M 24.0000 53,520.00 1,172.300 28,135.20 04 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 0.750 7,500.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 125,000.0000 125,000.00 0.570 71,250.00 06 CONSTRUCTION AREA SIGN (1-POST) EA 185.0000 79,550.00 6.590 1,219.15 575.810 106,524.85 S) 07 CONSTRUCTION AREA SIGN (2-POST) EA 575.0000 57,500.00 0.340 195.50 53.110 30,538.25 S) 08 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.040 16,000.00 0.800 320,000.00 S) 09 TYPE III BARRICADE EA 75.0000 24,000.00 236.000 17,700.00 S) 10 TEMPORARY PAVEMENT MARKING (PAINT) M2 20.0000 1,580.00 41.560 831.20 204.530 4,090.60 S) 11 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.5000 157,500.00 80,527.000 281,844.50 S) 12 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.5000 148,000.00 1,638.000 819.00 428,302.000 214,151.00 S) 13 CHANNELIZER (SURFACE MOUNTED) EA 26.0000 117,000.00 4,411.000 114,686.00 S) 14 CHANNELIZER (SURFACE MOUNTED) EA 26.0000 20,800.00 0.000 0.00 S) (LEFT IN PLACE) 15 FLASHING BEACON (PORTABLE) EA 1,000.0000 7,000.00 0.060 60.00 4.830 4,830.00 S) 16 TEMPORARY PAVEMENT MARKER EA 2.5000 173,000.00 79,159.000 197,897.50 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 135,000.00 0.400 6,000.00 8.000 120,000.00 S) 18 TEMPORARY RAILING (TYPE K) M 15.0000 2,010,000.00 137,644.062 2,064,660.93 S) 19 TEMPORARY CRASH CUSHION MODULE EA 200.0000 90,000.00 17.000 3,400.00 641.000 128,200.00 S) 20 TEMPORARY TRAFFIC SCREEN M 5.0000 845,000.00 148,592.000 742,960.00 S) 21 ABANDON CULVERT M 14.0000 22,820.00 212.800 2,979.20 665.100 9,311.40 22 OBLITERATE SURFACING M2 2.0000 614,000.00 5,955.000 11,910.00 PROGRAM CAS145 PAGE 2 DATE 07/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:29 AM ESTIMATE NO. 33 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 07/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE FENCE (TYPE BW AND TYPE WM) M 1.7500 79,100.00 69,066.800 120,866.90 24 REMOVE CHAIN LINK FENCE M 3.0000 3,030.00 1,128.400 3,385.20 25 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.7000 121,210.00 18,402.000 31,283.40 26 REMOVE YELLOW PAINTED PAVEMENT MARKING M2 20.0000 2,000.00 0.000 0.00 27 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.7000 36,040.00 9,743.000 16,563.10 STRIPE 28 REMOVE PAINTED TRAFFIC STRIPE M 1.1500 124,200.00 82,583.000 94,970.45 29 REMOVE PAINTED PAVEMENT MARKING M2 12.0000 6,000.00 182.700 2,192.40 30 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 15.0000 3,000.00 44.400 666.00 31 REMOVE PAVEMENT MARKER EA 0.5000 22,050.00 32,052.000 16,026.00 32 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 4,700.00 17.000 1,700.00 33 REMOVE SIGN STRUCTURE EA 3,000.0000 12,000.00 3.000 9,000.00 34 REMOVE ASPHALT CONCRETE DIKE M 5.0000 1,350.00 1,076.000 5,380.00 35 REMOVE CULVERT M 20.0000 162,800.00 52.000 1,040.00 7,483.400 149,668.00 36 REMOVE INLET EA 400.0000 48,000.00 1.000 400.00 82.300 32,920.00 37 REMOVE HEADWALL EA 600.0000 162,000.00 1.000 600.00 214.000 128,400.00 38 REMOVE CONCRETE PAVEMENT M3 18.0000 153,720.00 8,383.000 150,894.00 39 REMOVE ASPHALT CONCRETE SURFACING M2 5.0000 22,650.00 3,435.360 17,176.80 40 REMOVE CONCRETE DECK SURFACE M2 30.0000 60,000.00 1,887.250 56,617.50 41 SALVAGE METAL BEAM GUARD RAILING M 17.0000 7,310.00 655.180 11,138.06 42 RECONSTRUCT WOOD FENCE M 60.0000 8,400.00 112.500 6,750.00 43 RECONSTRUCT FENCE (TYPE BW) M 4.5000 108,450.00 0.000 0.00 44 RECONSTRUCT FENCE (TYPE WM) M 6.5000 10,270.00 0.000 0.00 45 RECONSTRUCT CHAIN LINK FENCE M 34.0000 17,340.00 25.000 850.00 46 RESET MILEPOST MARKER EA 20.0000 5,200.00 8.000 160.00 8.000 160.00 47 RESET OBJECT MARKER EA 20.0000 1,800.00 0.000 0.00 48 RESET ROADSIDE SIGN (ONE POST) EA 150.0000 7,800.00 65.000 9,750.00 49 RESET ROADSIDE SIGN (TWO POST) EA 500.0000 22,000.00 25.000 12,500.00 PROGRAM CAS145 PAGE 3 DATE 07/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:29 AM ESTIMATE NO. 33 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 07/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 RESET OVERHEAD SIGN PANEL EA 500.0000 1,500.00 3.000 1,500.00 51 RESET SURVEY MONUMENT EA 175.0000 22,750.00 0.000 0.00 52 RELOCATE CONCRETE BARRIER (TYPE K) M 8.0000 328,800.00 34,506.000 276,048.00 53 RELOCATE ROADSIDE SIGN-ONE POST EA 150.0000 9,900.00 44.000 6,600.00 54 RELOCATE ROADSIDE SIGN-TWO POST EA 500.0000 5,500.00 7.000 3,500.00 55 RELOCATED OVERHEAD SIGN PANEL EA 1,500.0000 1,500.00 1.000 1,500.00 56 RELOCATE SIGN STRUCTURE EA 3,000.0000 12,000.00 3.000 9,000.00 57 MODIFY INLET EA 2,000.0000 50,000.00 2.000 4,000.00 58 MODIFY DROP STRUCTURE LS 3,600.0000 3,600.00 1.000 3,600.00 59 COLD PLAN ASPHALT CONCRETE PAVEMENT M2 1.7500 572,250.00 337,424.720 590,493.26 S) (100 MM, MAXIMUM) 60 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.0000 112,000.00 213,711.080 213,711.08 S) (60 MM MAXIMUM) 61 COLD PLAN LEAN CONCRETE BASE M2 1.0000 26,200.00 0.000 0.00 S) (30 MM, MAXIMUM) 62 SAWCUT ASPHALT CONCRETE M 0.1000 6,400.00 59,337.000 5,933.70 (300 MM DEEP) 63 SAWCUT ASPHALT CONCRETE M 0.1000 370.00 3,385.000 338.50 (340 MM DEPTH) 64 REPLACE CONCRETE BARRIER (TYPE K) M 70.0000 151,900.00 0.000 0.00 65 REMOVE CONCRETE M3 80.0000 68,000.00 5.670 453.60 301.443 24,115.44 66 REMOVE CONCRETE (CURB AND GUTTER) M 17.0000 850.00 36.000 612.00 67 REMOVE CONCRETE CURB AND SIDEWALK M3 60.0000 6,000.00 13.900 834.00 68 PREPARE CONCRETE BRIDGE DECK SURFACE M2 20.0000 4,000.00 98.800 1,976.00 69 REMOVE SOUND WALL M2 250.0000 500.00 2.000 500.00 70 REMOVE BRIDGE APPROACH RAILING EA 600.0000 9,600.00 16.000 9,600.00 71 RAILROAD TRACK REMOVAL M 8.0000 11,120.00 1,200.000 9,600.00 72 GRADE CROSSING REMOVAL M 75.0000 12,000.00 160.000 12,000.00 73 BRIDGE REMOVAL LS 76,000.0000 76,000.00 0.850 64,600.00 74 BRIDGE REMOVAL (PORTION), LOCATION A LS 24,000.0000 24,000.00 1.000 24,000.00 75 BRIDGE REMOVAL (PORTION), LOCATION B LS 30,000.0000 30,000.00 1.000 30,000.00 76 BRIDGE REMOVAL (PORTION), LOCATION C LS 48,000.0000 48,000.00 1.000 48,000.00 PROGRAM CAS145 PAGE 4 DATE 07/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:29 AM ESTIMATE NO. 33 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 07/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 BRIDGE REMOVAL (PORTION), LOCATION D LS 17,000.0000 17,000.00 1.000 17,000.00 78 BRIDGE REMOVAL (PORTION), LOCATION E LS 13,000.0000 13,000.00 0.900 11,700.00 79 600 MM PLASTIC PIPELINER M 150.0000 36,000.00 0.000 0.00 80 900 MM PLASTIC PIPELINER M 200.0000 80,000.00 0.000 0.00 81 1200 MM PLASTIC PIPELINER M 300.0000 150,000.00 423.100 126,930.00 82 CLEARING AND GRUBBING LS 180,000.0000 180,000.00 0.910 163,800.00 83 DEVELOP WATER SUPPLY LS 315,000.0000 315,000.00 1.000 315,000.00 84 ROADWAY EXCAVATION M3 6.5000 8,515,000.00 12,125.000 78,812.50 1,220,350.800 7,932,280.20 85 ROADWAY EXCAVATION (TYPE Y) M3 7.0000 1,638,000.00 233,931.000 1,637,517.00 (AERIALLY DEPOSITED LEAD) 86 LEAD COMPLIANCE PLAN LS 15,000.0000 15,000.00 1.000 15,000.00 87 SHOULDER BACKING M3 2.0000 110,000.00 13,483.960 26,967.92 88 STRUCTURE EXCAVATION (BRIDGE) M3 30.0000 214,200.00 7,140.000 214,200.00 F) 89 STRUCTURE EXCAVATION (RETAINING WALL) M3 8.0000 115,200.00 12,930.860 103,446.88 90 STRUCTURE BACKFILL (BRIDGE) M3 45.0000 200,700.00 4,151.000 186,795.00 F) 91 STRUCTURE BACKFILL (RETAINING WALL) M3 12.0000 128,400.00 2,407.600 28,891.20 10,999.530 131,994.36 92 PERVIOUS BACKFILL MATERIAL M3 120.0000 22,800.00 161.800 19,416.00 F) 93 PERVIOUS BACKFILL MATERIAL (RETAINING M3 60.0000 40,800.00 89.800 5,388.00 640.610 38,436.60 WALL) 94 SAND BACKFILL M3 130.0000 137,800.00 337.110 43,824.30 594.760 77,318.80 95 HIGHWAY PLANTING LS 8,000.0000 8,000.00 0.985 7,880.00 S) 96 ROADSIDE CLEARING LS 9,000.0000 9,000.00 0.100 900.00 0.710 6,390.00 97 ROCK GRAVEL (TYPE 1) M2 8.0000 150,400.00 376.000 3,008.00 4,909.000 39,272.00 S) 98 DUFF HA 1,100.0000 143,000.00 113.420 124,762.00 S) 99 STRAW (EROSION CONTROL) TONN 225.0000 2,025.00 10.910 2,454.75 S) 00 FIBER (EROSION CONTROL) KG 0.8000 2,136.00 3,270.960 2,616.77 S) 01 COMPOST (EROSION CONTROL) KG 0.0200 200.00 12,266.110 245.32 S) 02 PURE LIVE SEED (EROSION CONTROL) KG 150.0000 10,050.00 81.770 12,265.50 S) 03 STABILIZING EMULSION (EROSION CONTROL) KG 1.3000 1,742.00 1,635.480 2,126.12 S) PROGRAM CAS145 PAGE 5 DATE 07/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:29 AM ESTIMATE NO. 33 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 07/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 JUTE MESH M2 1.2500 27,750.00 27,258.000 34,072.50 S) 05 TRANSPLANT JOSHUA TREE EA 300.0000 4,800.00 0.000 0.00 S) 06 TRANSPLANT YUCCA PLANT EA 100.0000 2,100.00 21.600 2,160.00 21.600 2,160.00 S) 07 MAINTAIN EXISTING PLANTS LS 6,500.0000 6,500.00 0.036 234.00 0.683 4,439.50 S) 08 PLANT ESTABLISHMENT WORK LS 30,000.0000 30,000.00 0.184 5,520.00 0.400 12,000.00 S) 09 IRRIGATION SYSTEM LS 133,000.0000 133,000.00 0.972 129,276.00 S) 10 200 MM CORRUGATED STEEL PIPE CONDUIT M 235.0000 49,350.00 8.000 1,880.00 194.570 45,723.95 S) (1.63 MM THICK) 11 300 MM WELDED STEEL PIPE CONDUIT M 500.0000 30,000.00 0.000 0.00 S) (6.35 MM THICK) 12 CLASS 2 AGGREGATE SUBBASE M3 10.0000 1,640,000.00 194,752.730 1,947,527.30 13 CLASS 2 AGGREGATE BASE M3 24.0000 2,042,400.00 83,196.490 1,996,715.76 14 AGGREGATE BASE (APPROACH SLAB) M3 75.0000 4,275.00 0.000 0.00 15 LEAN CONCRETE BASE M3 62.0000 7,316,000.00 21,407.450 1,327,261.90 94,268.130 5,844,624.06 16 ASPHALT TREATED PERMEABLE BASE M3 80.0000 41,600.00 122.740 9,819.20 17 ASPHALT CONCRETE (TYPE A, BOND BREAKER) TONN 32.0000 2,009,600.00 6,605.780 211,384.96 31,558.020 1,009,856.64 18 ASPHALT CONCRETE (TYPE C) TONN 34.0000 1,305,600.00 1,016.820 34,571.88 40,827.130 1,388,122.42 19 ASPHALT CONCRETE TONN 32.0000 8,192,000.00 8,291.040 265,313.28 217,454.100 6,958,531.20 20 ASPHALT CONCRETE (OPEN GRADED) TONN 33.0000 419,100.00 219.090 7,229.97 1,165.940 38,476.02 21 PAVING ASPHALT (PAINT BINDER) TONN 300.0000 567,000.00 33.390 10,017.00 642.570 192,771.00 22 PAVEMENT REINFORCING FABRIC M2 2.0000 1,900.00 0.000 0.00 23 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 4.0000 164,000.00 208.000 832.00 AREA) 24 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.6000 338.00 103.000 267.80 25 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 1.6000 5,200.00 1,890.000 3,024.00 26 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 1.6000 5,888.00 0.000 0.00 27 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.6000 858.00 1,588.500 4,130.10 28 RUMBLE STRIP M 0.1000 6,690.00 2,984.000 298.40 29 CONCRETE PAVEMENT M3 74.5000 19,966,000.00 14,373.540 1,070,828.73 168,852.520 12,579,512.74 30 PLACE CONCRETE DIKE (TYPE C MODIFIED) M 5.0000 950.00 178.000 890.00 PROGRAM CAS145 PAGE 6 DATE 07/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:29 AM ESTIMATE NO. 33 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 07/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 PLACE CONCRETE DIKE (TYPE D MODIFIED) M 5.0000 35,000.00 8,607.000 43,035.00 32 PLACE CONCRETE DIKE (TYPE F MODIFIED) M 5.0000 700.00 90.000 450.00 33 RUMBLE STRIP (PORTLAND CEMENT CONCRETE M 0.2500 17,950.00 3,654.000 913.50 43,850.000 10,962.50 S) PAVEMENT) (ROLLED-IN-INDICATATIONS) 34 SEAL PAVEMENT JOINT M 1.0000 364,000.00 213,681.390 213,681.39 35 FURNISH STEEL PILING (HP 250 X 62) M 25.0000 38,125.00 1,570.064 39,251.60 36 DRIVE STEEL PILE (HP 250 X 62) EA 900.0000 160,200.00 178.000 160,200.00 S) 37 FURNISH STEEL PILING (HP 250 X 85) M 40.0000 9,200.00 227.399 9,095.96 38 DRIVE STEEL PILE (HP 250 X 85) EA 700.0000 24,500.00 35.000 24,500.00 S) 39 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 85.0000 295,630.00 3,488.670 296,536.95 S) PILING 40 350 MM CAST-IN-DRILLED-HOLE CONCRETE M 85.0000 19,550.00 228.000 19,380.00 S) PILING (SOUND WALL) 41 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 85.0000 6,290.00 74.000 6,290.00 S) PILING (SOUND WALL) 42 PRESTRESSING CAST-IN-PLACE CONCRETE LS 16,000.0000 16,000.00 1.000 16,000.00 S) 43 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 275.0000 426,250.00 1,613.570 443,731.75 F) 44 STRUCTURAL CONCRETE, BRIDGE M3 495.0000 2,450,250.00 4,910.850 2,430,870.75 F) 45 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 46 STRUCTURAL CONCRETE, RETAINING WALL M3 225.0000 1,161,000.00 5,025.630 1,130,766.75 47 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 285,000.00 524.460 262,230.00 F) (TYPE N) 48 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 312,000.00 520.000 312,000.00 F) (TYPE R) 49 STRUCTURAL CONCRETE,APPROACH SLAB M3 675.0000 24,300.00 36.000 24,300.00 F) (TYPE EQ MODIFIED) 50 STRUCTURAL CONCRETE,APPROACH SLAB M3 550.0000 22,550.00 41.000 22,550.00 F) (TYPE R MODIFIED) 51 CLASS 2 CONCRETE (BOX CULVERT) M3 650.0000 546,000.00 892.120 579,878.00 52 CLASS 2 CONCRETE (CHANNEL LINING) M3 225.0000 99,000.00 127.270 28,635.75 53 CLASS 2 CONCRETE (HEADWALL) M3 700.0000 658,000.00 55.260 38,682.00 898.520 628,964.00 54 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 220,000.00 0.080 80.00 168.920 168,920.00 55 PAVING NOTCH EXTENSION M3 4,000.0000 60,000.00 14.960 59,840.00 56 CONCRETE SURFACE TEXTURE M2 100.0000 385,000.00 4,748.100 474,810.00 57 DRILL AND BOND DOWEL M 60.0000 166,200.00 1,754.710 105,282.60 PROGRAM CAS145 PAGE 7 DATE 07/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:29 AM ESTIMATE NO. 33 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 07/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 DRILLED HOLE (16 MM) M 30.0000 4,200.00 766.470 22,994.10 59 CLEAN EXPANSION JOINT M 30.0000 10,800.00 106.260 3,187.80 60 FURNISH POLYESTER CONCRETE OVERLAY M3 1,700.0000 18,700.00 14.940 25,398.00 61 PLACE POLYESTER CONCRETE OVERLAY M2 75.0000 15,000.00 197.200 14,790.00 62 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 125.0000 420,000.00 3,786.200 473,275.00 S) 63 SOUND WALL (MASONRY BLOCK) M2 125.0000 117,500.00 93.730 11,716.25 937.260 117,157.50 S) 64 PTFE SPHERICAL BEARING EA 8,000.0000 64,000.00 8.000 64,000.00 S) 65 JOINT SEAL (TYPE A - MR 30 MM) M 70.0000 43,400.00 455.040 31,852.80 S) 66 JOINT SEAL (MR 15 MM) M 70.0000 7,000.00 94.090 6,586.30 S) 67 JOINT SEAL (MR 40 MM) M 310.0000 2,790.00 0.000 0.00 S) 68 BAR REINFORCING STEEL KG 1.1500 202,400.00 2,166.000 2,490.90 172,385.600 198,243.44 S) 69 BAR REINFORCING STEEL (BRIDGE) KG 1.0400 1,046,864.00 1,006,600.000 1,046,864.00 SF) 70 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0500 306,600.00 290,400.006 304,920.01 S) 71 WATERPROOFING AND COVER M2 85.0000 43,350.00 510.000 43,350.00 SF) 72 FURNISH STRUCTURAL STEEL (BRIDGE) KG 2.3000 1,197,610.00 520,700.000 1,197,610.00 F) 73 ERECT STRUCTURAL STEEL (BRIDGE) KG 0.6000 312,420.00 520,700.000 312,420.00 SF) 74 FURNISH CMS SIGN STRUCTURE KG 7.8000 122,460.00 15,780.000 123,084.00 75 INSTALL CMS SIGN STRUCTURE KG 0.7500 11,775.00 15,780.000 11,835.00 S) 76 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 492,000.00 14,850.000 59,400.00 83,420.000 333,680.00 77 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3000 36,900.00 14,850.000 4,455.00 79,190.000 23,757.00 S) 78 760 MM CAST-IN-DRILLED-HOLE M 800.0000 51,200.00 12.000 9,600.00 S) CONCRETE PILE (SIGN FOUNDATION) 79 920 MM CAST-IN-DRILLED-HOLE M 900.0000 99,000.00 14.000 12,600.00 115.500 103,950.00 S) CONCRETE PILE (SIGN FOUNDATION) 80 1220 MM CAST-IN-DRILLED-HOLE M 1,000.0000 6,000.00 5.500 5,500.00 S) CONCRETE PILE (SIGN FOUNDATION) 81 ROADSIDE SIGN - ONE POST EA 250.0000 16,500.00 23.000 5,750.00 82 ROADSIDE SIGN - TWO POST EA 700.0000 6,300.00 0.000 0.00 83 INSTALL SIGN OVERLAY M2 150.0000 300.00 18.100 2,715.00 84 CLEAN AND PAINT STRUCTURAL STEEL LS 250,000.0000 250,000.00 1.000 250,000.00 S) PROGRAM CAS145 PAGE 8 DATE 07/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:29 AM ESTIMATE NO. 33 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 07/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 RAILROAD BALLAST M3 40.0000 144,800.00 528.220 21,128.80 3,276.000 131,040.00 S) 86 RAILROAD SUBBALLAST M3 25.0000 125,000.00 4,021.490 100,537.25 S) 87 RAILROAD APPROACH RAILING (TYPE I) M 250.0000 15,500.00 62.000 15,500.00 88 RAILROAD APPROACH RAILING (TYPE II) M 640.0000 35,200.00 55.000 35,200.00 89 WOOD PLANK GRADE CROSSING M 350.0000 77,000.00 215.000 75,250.00 S) 90 RAILROAD TRACK M 250.0000 347,500.00 1,387.000 346,750.00 S) 91 375 MM ALTERNATIVE PIPE CULVERT M 140.0000 56,000.00 298.600 41,804.00 92 450 MM ALTERNATIVE PIPE CULVERT M 95.0000 73,150.00 853.510 81,083.45 93 600 MM ALTERNATIVE PIPE CULVERT M 200.0000 124,000.00 1,395.600 279,120.00 94 750 MM ALTERNATIVE PIPE CULVERT M 175.0000 89,250.00 484.400 84,770.00 95 900 MM ALTERNATIVE PIPE CULVERT M 300.0000 363,000.00 1,243.400 373,020.00 96 1050 MM ALTERNATIVE PIPE CULVERT M 400.0000 440,000.00 32.700 13,080.00 1,048.000 419,200.00 97 1200 MM ALTERNATIVE PIPE CULVERT M 250.0000 1,237,500.00 158.600 39,650.00 3,372.500 843,125.00 98 1350 MM ALTERNATIVE PIPE CULVERT M 500.0000 4,745,000.00 336.800 168,400.00 9,458.400 4,729,200.00 99 1650 MM ALTERNATIVE PIPE CULVERT M 700.0000 98,000.00 159.860 111,902.00 00 1950 MM ALTERNATIVE PIPE CULVERT M 700.0000 112,000.00 163.200 114,240.00 01 450 MM REINFORCED CONCRETE PIPE M 175.0000 16,625.00 101.800 17,815.00 02 600 MM REINFORCED CONCRETE PIPE M 180.0000 12,600.00 92.400 16,632.00 03 750 MM REINFORCED CONCRETE PIPE M 325.0000 19,500.00 91.000 29,575.00 04 900 MM REINFORCED CONCRETE PIPE M 450.0000 35,100.00 46.800 21,060.00 05 1050 MM REINFORCED CONCRETE PIPE M 400.0000 48,000.00 115.400 46,160.00 06 1200 MM REINFORCED CONCRETE PIPE M 500.0000 70,000.00 65.000 32,500.00 07 1350 MM REINFORCED CONCRETE PIPE M 350.0000 178,500.00 680.500 238,175.00 08 80 MM PLASTIC PIPE (EDGE DRAIN) M 18.0000 21,600.00 445.000 8,010.00 09 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 75.0000 27,000.00 67.000 5,025.00 10 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 11 GRATED LINE DRAIN M 350.0000 18,550.00 46.500 16,275.00 PROGRAM CAS145 PAGE 9 DATE 07/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:29 AM ESTIMATE NO. 33 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 07/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 300 MM CORRUGATED STEEL PIPE RISER M 500.0000 42,500.00 69.700 34,850.00 (1.63 MM THICK) 13 900 MM CORRUGATED STEEL PIPE RISER M 1,200.0000 216,000.00 175.590 210,708.00 (2.01 MM THICK) 14 375 MM STEEL FLARED END SECTION EA 300.0000 5,100.00 8.000 2,400.00 15 450 MM STEEL FLARED END SECTION EA 350.0000 8,750.00 16.000 5,600.00 16 600 MM STEEL FLARED END SECTION EA 350.0000 10,850.00 9.000 3,150.00 17 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 75.0000 48,750.00 27.560 2,067.00 1,303.660 97,774.50 18 ROCK SLOPE PROTECTION M3 80.0000 103,200.00 87.320 6,985.60 1,147.620 91,809.60 (FACING, METHOD B) 19 ROCK SLOPE PROTECTION M3 150.0000 153,000.00 -25.500 -3,825.00 1,173.610 176,041.50 (BACKING NO. 1, METHOD B) 20 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 75.0000 133,500.00 2,755.700 206,677.50 21 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 75.0000 25,500.00 294.000 22,050.00 22 SLOPE PAVING (CONCRETE) M3 500.0000 23,500.00 109.699 54,849.50 23 ROCK SLOPE PROTECTION FABRIC M2 3.0000 33,300.00 147.860 443.58 10,794.860 32,384.58 24 MINOR CONCRETE (MISCELLANEOUS M3 500.0000 50,000.00 45.490 22,745.00 CONSTRUCTION) 25 MINOR CONCRETE (GUTTER) M 75.0000 52,500.00 399.300 29,947.50 26 MISCELLANEOUS IRON AND STEEL KG 2.0000 60,000.00 15,387.000 30,774.00 S) 27 MISCELLANEOUS METAL KG 13.0000 18,720.00 1,440.000 18,720.00 SF)(RESTRAINER - PIPE TYPE) 28 MISCELLANEOUS METAL (BRIDGE) KG 13.0000 25,480.00 1,960.000 25,480.00 SF) 29 FENCE (TYPE BW, 5 STRAND, METAL POST) M 6.5000 264,550.00 62,651.200 407,232.80 S) 30 FENCE (TYPE WM, METAL POST) M 6.5000 33,800.00 4,266.000 27,729.00 S) 31 CHAIN LINK FENCE (TYPE CL-1.8) M 30.0000 150,300.00 1,158.840 34,765.20 S) 32 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 800.0000 800.00 0.000 0.00 S) 33 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 3,000.00 1.000 1,500.00 S) 34 DELINEATOR (CLASS 1) EA 45.0000 18,000.00 0.000 0.00 35 METAL BEAM GUARD RAILING (WOOD POST) M 54.0000 82,080.00 1,061.240 57,306.96 S) 36 CORRUGATED METAL GUARD RAILING M 200.0000 30,000.00 150.000 30,000.00 S) 37 CONCRETE BARRIER (TYPE K) M 75.0000 385,500.00 3,233.000 242,475.00 38 CONCRETE BARRIER (TYPE K MODIFIED) M 85.0000 7,310.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 07/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:29 AM ESTIMATE NO. 33 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 07/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 CONCRETE BARRIER (TYPE 25) M 165.0000 12,870.00 0.000 0.00 F) 40 CONCRETE BARRIER (TYPE 27A) M 250.0000 5,000.00 0.000 0.00 41 DOUBLE THRIE BEAM BARRIER (STEEL POST) M 54.0000 75,600.00 0.000 0.00 S) 42 CABLE RAILING M 24.0000 59,280.00 1,192.400 28,617.60 S) 43 TERMINAL SYSTEM (TYPE ET) EA 2,400.0000 12,000.00 3.000 7,200.00 S) 44 TERMINAL SYSTEM (TYPE SRT) EA 1,650.0000 128,700.00 41.000 67,650.00 S) 45 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 300.0000 13,800.00 20.000 6,000.00 S) 46 CONCRETE BARRIER (TYPE 60) M 132.0000 3,960.00 0.000 0.00 47 CONCRETE BARRIER (TYPE 60A) M 130.0000 14,950.00 100.540 13,070.20 F) 48 CONCRETE BARRIER (TYPE 60C) M 145.0000 78,300.00 427.000 61,915.00 49 CONCRETE BARRIER (TYPE 60D) M 100.0000 78,000.00 448.920 44,892.00 50 CONCRETE BARRIER M 150.0000 26,700.00 0.000 0.00 F) (TYPE 60 A MODIFIED) 51 CONCRETE BARRIER (TYPE 60 W) M 400.0000 184,000.00 458.000 183,200.00 52 CONCRETE BARRIER (TYPE 736) M 80.0000 142,400.00 980.454 78,436.32 F) 53 CONCRETE BARRIER (TYPE 736SV) M 100.0000 3,000.00 30.000 3,000.00 54 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 18,900.00 0.000 0.00 S) 55 THERMOPLASTIC TRAFFIC STRIPE M 0.5500 142,450.00 12,487.000 6,867.85 142,903.000 78,596.65 S) (SPRAYABLE) 56 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 56,280.00 18,004.000 21,604.80 S) 57 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.6000 61,360.00 812.000 2,111.20 8,688.000 22,588.80 S) 58 PAVEMENT MARKER EA 7.5000 17,250.00 0.000 0.00 S) (RETROREFLECTIVE-RECESSED) 59 SIGNAL AND LIGHTING LS 105,000.0000 105,000.00 0.964 101,220.00 S) 60 SIGN DISCONNECT EA 400.0000 4,000.00 11.000 4,400.00 S) 61 RELOCATE MERCURY VAPOR SIGN LIGHTING EA 450.0000 900.00 0.000 0.00 S) EQUIPMENT 62 REMOVE SIGN LIGHTING EQUIPMENT EA 625.0000 1,875.00 2.000 1,250.00 S) 63 REMOVE SIGN DISCONNECT EA 115.0000 460.00 2.000 230.00 S) 64 INSTALL STATE FURNISHED MODEL 500 EA 4,000.0000 8,000.00 2.000 8,000.00 S) SIGN PANEL ASSEMBLY 65 RELOCATE MODEL 500 CHANGEABLE MESSAGE EA 1,000.0000 1,000.00 1.000 1,000.00 S) SIGN AND OVERHEAD SIGN TRUSS PROGRAM CAS145 PAGE 11 DATE 07/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:29 AM ESTIMATE NO. 33 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 07/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 TYPE III SERVICE EQUIPMENT ENCLOSURE EA 2,500.0000 10,000.00 3.000 7,500.00 S) 67 MODIFY TYPE III SERVICE EQUIPMENT EA 600.0000 1,800.00 0.000 0.00 S) 68 TELEPHONE DEMARCATION CABINET EA 1,400.0000 1,400.00 1.000 1,400.00 S) 69 INSTALL MODEL 334 CABINET EA 1,100.0000 5,500.00 1.000 1,100.00 S) 70 MODIFY MODEL 334 CABINET FOR CLOSED EA 900.0000 1,800.00 0.000 0.00 S) CIRCUIT TELEVISION 71 5 KVA TRANSFORMER EA 800.0000 2,400.00 1.000 800.00 S) 72 15 KVA TRANSFORMER AND PAD EA 2,000.0000 6,000.00 3.000 6,000.00 S) 73 SIZE 27 CONDUIT M 12.0000 1,200.00 227.000 2,724.00 S) 74 SIZE 41 CONDUIT M 24.0000 164,640.00 517.000 12,408.00 6,461.000 155,064.00 S) 75 SIZE 53 CONDUIT M 32.0000 85,760.00 39.000 1,248.00 3,499.000 111,968.00 S) 76 SIZE 78 CONDUIT M 30.0000 66,900.00 31.000 930.00 2,446.000 73,380.00 S) 77 SIZE 103 CONDUIT M 70.0000 43,400.00 601.000 42,070.00 S) 78 SIZE 63 CONDUIT M 30.0000 1,800.00 78.000 2,340.00 S) 79 203 MM STEEL SLEEVE M 240.0000 24,000.00 59.000 14,160.00 S) 80 INDUCTIVE LOOP DETECTOR EA 550.0000 15,400.00 14.000 7,700.00 S) 81 CLOSED CIRCUIT TELEVISION ASSEMBLY EA 3,700.0000 7,400.00 0.000 0.00 S) (CABINET MOUNTED) 82 CLOSED CIRCUIT TELEVISION ASSEMBLY EA 20,000.0000 20,000.00 0.000 0.00 S) (POLE MOUNTED) 83 SLOW SCAN VIDEO CODES EA 4,500.0000 13,500.00 0.000 0.00 S) 84 CELLULAR DIGITAL PACKET DATA CELLULAR EA 2,500.0000 15,000.00 0.000 0.00 S) ASSEMBLY 85 CAMERA POLE (CCTV 45) EA 2,500.0000 2,500.00 1.000 2,500.00 S) 86 RELOCATE ELECTROLIER EA 1,500.0000 22,500.00 13.000 19,500.00 S) 87 RETROFIT MODEL 500 CHANGEABLE MESSAGE EA 6,000.0000 6,000.00 1.000 6,000.00 S) SIGN WITH STATE FURNISHED ZENON LAMP MODULES AND 5 KVA TRANSFORMERS 88 150-WATT HIGH PRESSURE PENDANT SOFFIT EA 1,400.0000 5,600.00 0.000 0.00 S) LUMINAIRE 89 200-WATT HIGH PRESSURE SODIUM LUMINAIRE EA 300.0000 4,500.00 11.000 3,300.00 S) 90 310-WATT HIGH PRESSURE SODIUM LUMINAIRE EA 300.0000 10,500.00 28.000 8,400.00 S) 91 250-WATT WALL SURFACE MOUNT LUMINAIRE EA 500.0000 4,500.00 9.000 4,500.00 9.000 4,500.00 S) PROGRAM CAS145 PAGE 12 DATE 07/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:29 AM ESTIMATE NO. 33 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 07/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 92 MERCURY VAPOR SIGN LIGHTING FIXTURE EA 650.0000 12,350.00 0.000 0.00 S) 93 TYPE 15-SB LIGHTING STANDARD WITH EA 1,800.0000 27,000.00 11.000 19,800.00 S) LUMINAIRE ARM 94 TYPE 30 LIGHTING STANDARD WITH EA 2,200.0000 8,800.00 1.000 2,200.00 S) LUMINAIRE ARM 95 TYPE 31 LIGHTING STANDARD WITH EA 3,000.0000 42,000.00 8.000 24,000.00 S) LUMINAIRE ARM 96 FOUNDATION FOR ELECTROLLER OR CCTV POLE EA 360.0000 14,040.00 4.000 1,440.00 32.000 11,520.00 S) 97 TYPE 21 LIGHTING STANDARD WITH EA 1,500.0000 6,000.00 4.000 6,000.00 S) LUMINAIRE ARM 98 FUSED SPLICE CONNECTOR EA 125.0000 5,500.00 21.000 2,625.00 S) 99 REMOVE LUMINAIRE EA 120.0000 1,920.00 15.000 1,800.00 S) 00 CONDUCTOR (NO. 14) M 1.0000 1,150.00 14.000 14.00 739.000 739.00 S) 01 CONDUCTOR (NO. 12) M 3.5000 70.00 0.000 0.00 S) 02 CONDUCTOR (NO. 10) M 1.2000 6,780.00 6,085.000 7,302.00 S) 03 CONDUCTOR (NO. 8) M 1.7000 15,878.00 782.000 1,329.40 7,982.000 13,569.40 S) 04 CONDUCTOR (NO. 6) M 2.0000 12,860.00 782.000 1,564.00 11,228.000 22,456.00 S) 05 CONDUCTOR (NO. 4) M 3.0000 18,000.00 234.000 702.00 5,774.000 17,322.00 S) 06 CONDUCTOR (NO. 2) M 4.0000 18,160.00 234.000 936.00 4,007.000 16,028.00 S) 07 CONDUCTOR (NO. 1) M 5.0000 2,300.00 0.000 0.00 S) 08 CONDUCTOR (NO. 2/0) M 6.0000 36,600.00 5,991.000 35,946.00 S) 09 CONDUCTOR (NO. 4/0) M 30.0000 900.00 0.000 0.00 S) 10 CONDUCTOR (BARE NO. 8) M 2.0000 17,400.00 398.000 796.00 8,616.000 17,232.00 S) 11 TELEPHONE CABLE M 3.0000 6,900.00 210.000 630.00 2,228.000 6,684.00 S) 12 LOOP DETECTOR LEAD-IN CABLE M 2.0000 1,400.00 990.000 1,980.00 S) 13 NO. 5(T) PULL BOX EA 700.0000 70,000.00 90.000 63,000.00 S) 14 NO. 5 PULL BOX EA 400.0000 36,400.00 3.000 1,200.00 61.000 24,400.00 S) 15 NO. 6(E) PULL BOX EA 550.0000 20,900.00 38.000 20,900.00 S) 16 REMOVE PULL BOX EA 60.0000 780.00 39.000 2,340.00 S) 17 NO. 6 (E) (T) PULL BOX EA 1,200.0000 19,200.00 12.000 14,400.00 S) 18 NO. 9/9A STRUCTURE PULL BOX EA 400.0000 5,200.00 27.000 10,800.00 S) PROGRAM CAS145 PAGE 13 DATE 07/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:29 AM ESTIMATE NO. 33 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 07/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 19 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 20 RECONSTRUCT ROCK SLOPE PROTECTION M3 65.0000 104,000.00 420.000 27,300.00 21 RELOCATE GRATE EA 100.0000 6,000.00 0.000 0.00 22 REMOVE SLOPE PAVING M2 10.0000 12,700.00 632.000 6,320.00 23 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.0000 26,000.00 51,821.700 51,821.70 (30 MM MAXIMUM) 24 1524 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,000.0000 26,000.00 13.400 26,800.00 PILE (SIGN FOUNDATION) 25 ROCK SLOPE PROTECTION (2T, METHOD A) M3 75.0000 37,500.00 125.000 9,375.00 PROGRAM CAS145 PAGE 14 DATE 07/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:29 AM ESTIMATE NO. 33 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 07/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,546,327.45 74,171,912.84 ADJUSTMENT OF COMPENSATION 140,413.05 1,046,587.20 EXTRA WORK 228,215.31 2,823,369.50 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,914,955.81 78,041,869.54 26 MOBILIZATION LS 9800,000.0000 9,800,000.00 1.000 9,800,000.00 ORIGINAL CONTRACT AMOUNT 99,599,234.00 TOTAL WORK COMPLETED 3,914,955.81 87,841,869.54 MATERIALS ON HAND ON SITE 405,191.76 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -3,316.85 -92,116.25 TOTAL 3,911,638.96 88,154,945.05 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 03/28/02 705 04/04/02 04/02/02 01/14/05 473 103 11 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY FRAYWAT, NABIL RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 07/26/04