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 05/25/04 EST. NO.21 TIME 07:10 AM R.E. NAME: WILLIAM B SHEDD 04-006054 --------------------------------------------------------------------------- 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 0108 235.67 E.W. @ F.A.(+) 042804 Y 1557.0 0109 372.69 042604 N 1556.0 0110 385.82 071803 Y 1545.0 0111 542.25 071703 Y 1546.0 0113 168.46 041204 Y 1552.0 0114 205.26 041304 Y 1553.0 0115 589.37 041404 Y 1554.0 004 0021 300.00 E.W. @ F.A.(+) 020304 Y 1251.0 005 0043 7,934.03 E.W. @ F.A.(+) 112503 N 1179.0 0044 223.88 070203 N 0455.0 0046 5,846.24 022004 N 1516.0 015 0005 300,000.00 E.W. @ L.S.(+) 051904 N A-1 0 024 0002 373.48 E.W. @ F.A.(+) 061303 Y 0461.0 025 0506 13,771.30 E.W. @ F.A.(+) 111903 Y 1262.0 0550 6,600.00 041104 Y 1360.0 0553 1,476.38 042903 Y 0378.2 0554 68,830.74 070903 Y 1496.0 0555 906.23 050603 Y 0194.3 0557 2,540.60 102003 Y 1573.0 0558 2,107.71 102103 Y 1574.0 0563 722.65 111703 Y 1061.0 0566 593.56 111803 Y 1064.0 0622 2,379,454.98 E.W. @ L.S.(+) 051904 N 1 0 0623 -3,835,761.05 A.C. @ L.S.(-) 051904 N X 0 0624 1,335,761.05 E.W. @ L.S.(+) 051904 Y 1A 0 026 0026 2,811.74 E.W. @ F.A.(+) 021204 N 1321.0 031 0120 3,655.06 E.W. @ F.A.(+) 053003 N 0235.0 0215 2,358.65 031504 N 1366.0 0216 11,365.45 031504 N 1367.0 0217 3,234.65 021804 N 1451.0 0218 1,022.22 021904 N 1452.0 0219 762.37 022004 N 1453.0 0220 647.17 022104 N 1454.0 0221 511.74 022304 N 1455.0 0222 620.47 022404 N 1456.0 0223 733.44 022504 N 1457.0 0226 2,251.92 022604 N 1460.0 0228 561.48 022704 N 1462.0 0230 574.46 022804 N 1464.0 0231 728.06 022904 N 1465.0 0232 1,060.31 030104 N 1466.0 0233 870.46 030204 N 1467.0 0234 781.25 030304 N 1468.0 0235 959.56 030404 N 1469.0 0237 909.18 030504 N 1471.0 0239 564.15 030504 N 1473.0 0241 2,641.70 030604 N 1475.0 0243 804.77 012904 N 1425.0 0244 754.39 013004 N 1426.0 0245 574.46 013104 N 1427.0 0246 368.82 020104 N 1428.0 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 05/25/04 EST. NO.21 TIME 07:10 AM R.E. NAME: WILLIAM B SHEDD 04-006054 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0247 510.48 020204 N 1429.0 0248 564.84 020304 N 1430.0 0249 804.77 020404 N 1431.0 0250 1,024.69 020504 N 1432.0 0251 1,024.69 020604 N 1433.0 0252 528.20 020704 N 1434.0 0254 1,024.69 020904 N 1436.0 0257 804.77 021004 N 1439.0 0258 1,130.94 021104 N 1440.0 0260 986.36 021204 N 1442.0 0262 1,528.54 021304 N 1444.0 0263 574.46 021404 N 1445.0 0267 1,346.43 021704 N 1449.0 0268 1,147.76 021704 N 1450.0 0269 619.20 122903 N 1400.0 0270 456.12 123003 N 1401.0 0271 1,516.48 123103 N 1402.0 0272 467.99 010204 N 1403.0 0273 992.64 010504 N 1404.0 0274 456.12 010604 N 1405.0 0275 456.12 010704 N 1406.0 0276 456.12 010804 N 1407.0 0277 510.48 010904 N 1408.0 0278 510.48 011204 N 1409.0 0279 764.48 011304 N 1410.0 0280 1,221.84 011404 N 1411.0 0281 1,523.47 011504 N 1412.0 0282 2,189.84 011604 N 1413.0 0283 460.80 011704 N 1414.0 0284 364.03 011804 N 1415.0 0285 1,373.29 011904 N 1416.0 0286 1,624.22 012004 N 1417.0 0287 1,523.47 012104 N 1418.0 0288 1,608.28 012204 N 1419.0 0291 1,888.06 012604 N 1422.0 0292 1,880.09 012704 N 1423.0 0293 820.71 012804 N 1424.0 0294 364.03 122803 N 1399.0 0295 18,094.73 041804 N 1392.0 0297 456.12 122203 N 1395.0 0298 851.01 122403 N 1396.0 0299 234.00 122603 N 1397.0 0300 287.23 122703 N 1398.0 0301 857.86 033104 N 1503.0 0302 459.79 040104 N 1504.0 0303 459.79 040204 N 1505.0 0304 514.60 040504 N 1506.0 0305 514.60 040604 N 1507.0 0306 459.79 040704 N 1508.0 0307 666.47 040804 N 1509.0 0308 542.58 041204 N 1510.0 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 05/25/04 EST. NO.21 TIME 07:10 AM R.E. NAME: WILLIAM B SHEDD 04-006054 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0309 542.58 041304 N 1511.0 0310 795.39 041404 N 1512.0 0311 597.38 041504 N 1513.0 0312 401.75 033004 N 1502.0 0313 3,127.01 030704 N 1477.0 0314 909.18 030804 N 1478.0 0316 723.32 030904 N 1480.0 0318 1,775.04 031004 N 1482.0 0320 287.63 031104 N 1484.0 0322 2,227.48 031104 N 1486.0 0323 2,528.79 031204 N 1487.0 0325 1,020.95 031504 N 1489.0 0326 1,020.95 031604 N 1490.0 0327 510.48 031704 N 1491.0 0328 510.48 031804 N 1492.0 0329 401.75 031904 Y 1493.0 0331 611.24 032204 N 1495.0 0332 401.75 032304 N 1497.0 0333 401.75 032404 N 1498.0 0334 711.99 032504 N 1499.0 0335 711.99 032604 N 1500.0 0336 510.48 032904 N 1501.0 0337 606.32 042004 N 1560.0 0338 606.32 042104 N 1561.0 0339 606.32 042204 N 1562.0 0340 551.51 042304 N 1563.0 0341 578.92 041904 N 1559.0 0353 551.51 041604 N 1558.0 0354 762.42 122303 Y 1600.0 040 0009 9,570.72 E.W. @ U.P (+) 010504 N 1219.1 0010 12,760.96 010604 N 1220.1 0011 13,359.13 010704 N 1221.1 0012 12,960.35 010804 N 1222.1 044 0001 7,500.00 E.W. @ L.S.(+) 042204 Y 1543.0 045 0001 91,800.00 A.C. @ L.S.(+) 051904 N 1 0 570,701.62 TOTAL THIS ESTIMATE 8,815,499.65 TOTAL PREVIOUS ESTIMATE 9,386,201.27 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 05/25/04 EST. NO.21 TIME 07:10 AM R.E. NAME: WILLIAM B SHEDD 04-006054 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE EPEG DATA NOT SUBMIT -214,371.70 06 CPM-RETAIN 25% -425,302.25 07 RETURN EST. # 6 214,371.70 07 SWPPP - RETAIN 25% -425,302.25 07 CPM - RETAIN 25% -406,827.23 08 RETURN CPM -25% 425,302.25 08 RETURN SWPPP - 25% 425,302.25 08 RETURN CPM -25% 406,827.23 09 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006054 TIME 07:10 AM ESTIMATE NO. 21 BID OPENING 07/16/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/24/04 R.E. NAME: WILLIAM B SHEDD DATE OF THIS ESTIMATE 05/25/04 LOCATION RERUN PROGRESS ESTIMATE 04-CC-680-23.9/24.9 ----------------------- FCI CONSTRUCTORS, INC IN CONTRA COSTA COUNTY IN AND NEAR 2100 GOODYEAR ROAD MARTINEZ FROM 0.5 KM SOUTH OF BENICIA, CA 94510 MOCOCO OVERHEAD TO BENICIA MARTINEZ BRIDGE AND OVERHEAD FED. AID NO. ACIM-680 -1(54)N RECONSTRUCT EXISTING FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY HIGH VISIBILITY BOUNDARY FENCE M 6.0000 4,800.00 638.000 3,828.00 02 PROGRESS SCHEDULE (CRITICAL PATH) LS 13,500.0000 13,500.00 0.032 432.00 0.360 4,860.00 03 TIME-RELATED OVERHEAD WDAY 6,000.0000 3,180,000.00 25.000 150,000.00 391.000 2,346,000.00 04 ELECTRONIC MOBILE DAILY DIARY COMPUTER LS 3,500.0000 3,500.00 0.042 147.00 0.761 2,663.50 SYSTEM DATA DELIVERY 05 450 MM TEMPORARY CULVERT M 135.0000 43,200.00 280.200 37,827.00 06 600 MM TEMPORARY CULVERT M 170.0000 5,780.00 0.000 0.00 07 NON-STORM WATER DISCHARGE LS 250,000.0000 250,000.00 0.010 2,500.00 0.930 232,500.00 08 PREPARE STORM WATER POLLUTION LS 6,500.0000 6,500.00 0.750 4,875.00 PREVENTION PLAN 09 WATER POLLUTION CONTROL LS 60,000.0000 60,000.00 0.030 1,800.00 0.830 49,800.00 10 TEMPORARY COVER LS 10,000.0000 10,000.00 0.630 6,300.00 11 TEMPORARY FENCE (TYPE ESA) M 4.0000 9,520.00 1,674.000 6,696.00 12 TEMPORARY EROSION CONTROL M2 0.7000 9,450.00 0.000 0.00 S) 13 TEMPORARY SILT FENCE M 4.0000 11,000.00 1,932.000 7,728.00 14 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 27,000.00 8.000 24,000.00 15 TEMPORARY ENTRANCE/EXITS LS 15,000.0000 15,000.00 0.700 10,500.00 16 PHOTO SURVEY OF EXISTING NON-HIGHWAY LS 9,000.0000 9,000.00 0.500 4,500.00 FACILITIES 17 CONSTRUCTION AREA SIGNS LS 25,180.0000 25,180.00 0.720 18,129.60 S) 18 TRAFFIC CONTROL SYSTEM LS 190,000.0000 190,000.00 0.408 77,520.00 S) 19 TYPE III BARRICADE EA 180.0000 1,440.00 0.000 0.00 S) 20 TEMPORARY TRAFFIC STRIPE (TAPE) M 8.2500 103,950.00 6,453.050 53,237.66 S) 21 TEMPORARY PAVEMENT MARKING (TAPE) M2 195.0000 42,900.00 130.050 25,359.75 S) 22 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 8,400.00 7.000 210.00 201.000 6,030.00 S) PROGRAM CAS145 PAGE 2 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006054 TIME 07:10 AM ESTIMATE NO. 21 BID OPENING 07/16/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/24/04 R.E. NAME: WILLIAM B SHEDD DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 735.00 0.000 0.00 S) (LEFT IN PLACE) 24 TEMPORARY PAVEMENT MARKER EA 3.5000 3,045.00 189.000 661.50 774.000 2,709.00 25 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,800.0000 88,000.00 2.500 22,000.00 S) 26 TEMPORARY RAILING (TYPE K) M 18.5000 95,460.00 759.230 14,045.76 5,234.850 96,844.73 27 TEMPORARY CRASH CUSHION MODULE EA 175.0000 35,000.00 34.000 5,950.00 171.000 29,925.00 S) 28 ABANDON CULVERT M 70.0000 2,800.00 7.000 490.00 29 REMOVE CHAIN LINK FENCE M 13.0000 741.00 0.000 0.00 30 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 2.0000 1,100.00 203.000 406.00 974.000 1,948.00 31 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 18.7500 75,562.50 3,426.040 64,238.25 STRIPE 32 REMOVE PAINTED TRAFFIC STRIPE M 3.2500 3,900.00 147.000 477.75 1,141.600 3,710.20 33 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.7000 23,218.00 4,145.400 19,483.38 34 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 45.0000 4,365.00 16.060 722.70 35 REMOVE PAVEMENT MARKER EA 1.8500 4,791.50 44.000 81.40 2,317.000 4,286.45 36 REMOVE ROADSIDE SIGN EA 150.0000 3,450.00 0.000 0.00 37 REMOVE ROADSIDE SIGN EA 100.0000 100.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 38 REMOVE SIGN STRUCTURE EA 3,600.0000 3,600.00 0.000 0.00 39 REMOVE ASPHALT CONCRETE DIKE M 21.0000 6,300.00 187.300 3,933.30 40 REMOVE CULVERT M 48.0000 6,240.00 0.000 0.00 41 CLEAN 1650 MM DRAINAGE FACILITY EA 6,000.0000 6,000.00 0.000 0.00 S) 42 CLEAN 840 MM DRAINAGE FACILITY EA 13,000.0000 13,000.00 0.000 0.00 43 REMOVE INLET EA 750.0000 3,000.00 0.000 0.00 44 REMOVE HEADWALL EA 745.0000 1,490.00 0.000 0.00 45 REMOVE ASPHALT CONCRETE SURFACING M3 40.0000 32,400.00 84.000 3,360.00 46 REMOVE BASE AND SURFACING M3 19.0000 10,260.00 265.000 5,035.00 47 REMOVE CONCRETE DECK SURFACE M2 22.2000 9,990.00 0.000 0.00 48 SALVAGE METAL BEAM GUARD RAILING M 25.0000 3,500.00 46.000 1,150.00 49 RELOCATE CONCRETE BARRIER (TYPE K) M 11.2000 9,856.00 660.000 7,392.00 PROGRAM CAS145 PAGE 3 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006054 TIME 07:10 AM ESTIMATE NO. 21 BID OPENING 07/16/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/24/04 R.E. NAME: WILLIAM B SHEDD DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 RELOCATE ROADSIDE SIGN EA 200.0000 600.00 0.000 0.00 51 ADJUST INLET EA 2,000.0000 2,000.00 0.000 0.00 52 ADJUST FRAME AND COVER TO GRADE EA 1,220.0000 14,640.00 0.000 0.00 53 PLANE ASPHALT CONCRETE PAVEMENT M2 25.1000 21,586.00 146.000 3,664.60 S) 54 REMOVE CONCRETE M3 136.0000 1,224.00 0.000 0.00 55 CAP INLET EA 960.0000 1,920.00 0.000 0.00 56 BRIDGE REMOVAL (PORTION) LS 10,000.0000 10,000.00 0.920 9,200.00 57 SALVAGE CRASH CUSHION EA 1,490.0000 1,490.00 0.000 0.00 58 CLEARING AND GRUBBING LS 23,000.0000 23,000.00 0.950 21,850.00 59 ROADWAY EXCAVATION M3 26.0000 1,406,600.00 1,181.000 30,706.00 16,045.000 417,170.00 60 ROADWAY EXCAVATION (SLAG AND CINDER) M3 184.0000 4,232.00 0.000 0.00 61 ROADWAY EXCAVATION (HAZARDOUS) M3 132.0000 35,640.00 270.000 35,640.00 62 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000.00 63 STRUCTURE EXCAVATION (BRIDGE) M3 190.0000 318,250.00 1,675.000 318,250.00 F) 64 STRUCTURE EXCAVATION (HAZARDOUS) M3 270.0000 55,080.00 204.000 55,080.00 F) 65 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 74,500.00 1,250.000 62,500.00 1,490.000 74,500.00 F) 66 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 27.0000 4,320.00 160.000 4,320.00 F) 67 STRUCTURE BACKFILL (BRIDGE) M3 48.0000 69,312.00 400.000 19,200.00 967.000 46,416.00 F) 68 STRUCTURE BACKFILL (RETAINING WALL) M3 33.0000 78,243.00 0.000 0.00 F) 69 STRUCTURE EXCAVATION (SIGN FOUNDATION) M3 40.0000 880.00 0.000 0.00 70 STRUCTURE BACKFILL (SIGN FOUNDATION) M3 100.0000 1,600.00 0.000 0.00 71 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 70.0000 1,400.00 0.000 0.00 F) 72 PERVIOUS BACKFILL MATERIAL (RETAINING M3 45.0000 6,300.00 0.000 0.00 WALL) 73 SAND BACKFILL M3 26.0000 286.00 1.030 26.78 74 DITCH EXCAVATION M3 34.0000 36,720.00 48.000 1,632.00 75 DITCH EXCAVATION (HAZARDOUS) M3 160.0000 32,000.00 74.000 11,840.00 76 DRAINAGE EXCAVATION (HAZARDOUS) M3 180.0000 8,820.00 25.000 4,500.00 PROGRAM CAS145 PAGE 4 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006054 TIME 07:10 AM ESTIMATE NO. 21 BID OPENING 07/16/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/24/04 R.E. NAME: WILLIAM B SHEDD DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 SOIL NAIL ASSEMBLY M 66.0000 54,780.00 830.000 54,780.00 S) 78 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 79 SUBGRADE ENHANCEMENT FABRIC M2 1.2500 4,112.50 2,754.200 3,442.75 80 GEOMEMBRANE (TYPE B) M2 14.6000 169,360.00 5,220.000 76,212.00 81 LIGHTWEIGHT EMBANKMENT MATERIAL M3 44.5000 1,321,650.00 6,897.000 306,916.50 (CELLULAR CONCRETE, 4.7 KN/M3) 82 LIGHTWEIGHT EMBANKMENT MATERIAL M3 57.0000 1,048,800.00 5,168.610 294,610.77 (CELLULAR CONCRETE, 6.3 KN/M3) 83 LIGHTWEIGHT EMBANKMENT MATERIAL M3 81.5000 953,550.00 0.000 0.00 S) (EPS BLOCK) 84 SHORING M 800.0000 320,000.00 36.000 28,800.00 161.000 128,800.00 85 GEOMEMBRANE M2 15.0000 137,550.00 0.000 0.00 (TYPE A - GASOLINE RESISTANT) 86 GEOTEXTILE CUSHION M2 7.2000 25,272.00 0.000 0.00 87 EROSION CONTROL (NETTING) M2 4.5000 30,105.00 0.000 0.00 S) 88 STRAW (EROSION CONTROL) TONN 650.0000 4,095.00 0.700 455.00 S) 89 FIBER (EROSION CONTROL) KG 1.7500 3,657.50 90.900 159.08 S) 90 FIBER ROLLS M 12.0000 28,800.00 490.000 5,880.00 S) 91 COMPOST (EROSION CONTROL) KG 0.7500 4,755.00 275.000 206.25 S) 92 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 925.0000 11,100.00 1.000 925.00 S) 93 PURE LIVE SEED (TYPE 1) KG 50.0000 5,500.00 6.000 300.00 S) (EROSION CONTROL) 94 PURE LIVE SEED (TYPE 2) KG 65.0000 2,405.00 0.000 0.00 S) (EROSION CONTROL) 95 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 130.00 0.000 0.00 S) 96 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 1,920.00 22.400 89.60 S) 97 NPS 12 SUPPLY LINE (BRIDGE) M 240.0000 48,960.00 80.000 19,200.00 98 CLASS 4 AGGREGATE SUBBASE M3 40.0000 58,800.00 643.000 25,720.00 99 CLASS 3 AGGREGATE BASE M3 44.0000 50,600.00 691.000 30,404.00 00 ASPHALT TREATED PERMEABLE BASE M3 160.0000 118,400.00 26.000 4,160.00 26.000 4,160.00 01 ASPHALT CONCRETE (TYPE A) TONN 73.0000 1,270,200.00 1,031.520 75,300.96 5,190.220 378,886.06 02 ASPHALT CONCRETE (OPEN GRADED) TONN 95.0000 35,150.00 0.000 0.00 03 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 22.0000 2,860.00 11.580 254.76 AREA) PROGRAM CAS145 PAGE 5 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006054 TIME 07:10 AM ESTIMATE NO. 21 BID OPENING 07/16/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/24/04 R.E. NAME: WILLIAM B SHEDD DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 12.0000 5,640.00 0.000 0.00 05 ASPHALTIC EMULSION (PAINT BINDER) TONN 1.1000 4.40 0.000 0.00 06 PORTLAND CEMENT CONCRETE SLAB M3 165.0000 77,550.00 0.000 0.00 07 2.8 M CAST-IN-DRILLED-HOLE CONCRETE M 2,605.0000 1,458,800.00 206.390 537,645.95 PILING 08 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 1,470.0000 223,440.00 152.000 223,440.00 S) PILING (ROCK SOCKET) 09 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 2,000.0000 808,000.00 -24.350 -48,700.00 189.650 379,300.00 S) PILING (ROCK SOCKET) 10 2.8 M PERMANENT STEEL CASING M 3,700.0000 2,075,700.00 -13.000 -48,100.00 358.000 1,324,600.00 S) 11 ISOLATION CASING KG 8.6000 172,000.00 -20,000.000 -172,000.00 0.000 0.00 S) 12 FURNISH PILING (CLASS 400C) M 50.0000 2,700.00 0.000 0.00 (SIGN FOUNDATION) 13 DRIVE PILE (CLASS 400C) EA 1,550.0000 6,200.00 0.000 0.00 (SIGN FOUNDATION) 14 CUTOFF WALL (STEEL SHEET PILING) M2 115.0000 377,200.00 2,344.200 269,583.00 15 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 257.0000 1,058,840.00 1,325.940 340,766.58 PILING (610 MM) 16 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 910.0000 199,290.00 75.000 68,250.00 S) PILE (610 MM) 17 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 328.0000 123,328.00 402.000 131,856.00 PILING (762 MM) 18 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 1,140.0000 22,800.00 20.000 22,800.00 S) PILE (762 MM) 19 PRESTRESSING CONCRETE LS 515,000.0000 515,000.00 0.200 103,000.00 S) 20 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 200.0000 208,000.00 1,040.000 208,000.00 F) 21 STRUCTURAL CONCRETE, BRIDGE M3 412.0000 4,297,160.00 1,964.000 809,168.00 8,356.000 3,442,672.00 F) 22 STRUCTURAL CONCRETE, RETAINING WALL M3 290.0000 561,730.00 320.000 92,800.00 F) 23 STRUCTURAL CONCRETE, APPROACH SLAB M3 370.0000 133,200.00 0.000 0.00 F) (TYPE N) 24 MINOR CONCRETE (MINOR STRUCTURE) M3 1,150.0000 32,315.00 5.280 6,072.00 F) 25 MINOR CONCRETE (SIGN FOUNDATION) M3 1,000.0000 6,000.00 0.000 0.00 26 MINOR CONCRETE (PIPE COVER) M3 150.0000 450.00 0.000 0.00 27 MINOR CONCRETE (BACKFILL) M3 150.0000 18,000.00 99.500 14,925.00 28 FRACTURED RIB TEXTURE M2 40.0000 16,400.00 0.000 0.00 F) 29 DRILL AND BOND ANCHOR BOLT M 216.5000 19,918.00 0.000 0.00 30 FURNISH PRECAST PRETENSIONED CONCRETE EA 15,800.0000 189,600.00 0.000 0.00 S) BULB-TEE GIRDER (5 M - 10 M) PROGRAM CAS145 PAGE 6 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006054 TIME 07:10 AM ESTIMATE NO. 21 BID OPENING 07/16/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/24/04 R.E. NAME: WILLIAM B SHEDD DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 FURNISH PRECAST PRETENSIONED CONCRETE EA 30,750.0000 30,750.00 0.000 0.00 S) BULB-TEE GIRDER (30 M - 35 M) 32 FURNISH PRECAST PRETENSIONED CONCRETE EA 33,000.0000 264,000.00 0.000 0.00 S) BULB-TEE GIRDER (35 M - 40 M) 33 FURNISH PRECAST PRETENSIONED CONCRETE EA 35,800.0000 107,400.00 0.000 0.00 S) BULB-TEE GIRDER (40 M - 45 M) 34 FURNISH PRECAST PRETENSIONED CONCRETE EA 41,600.0000 332,800.00 0.000 0.00 S) BULB-TEE GIRDER (45 M - 50 M) 35 FURNISH PRECAST PRETENSIONED CONCRETE EA 45,500.0000 773,500.00 0.000 0.00 S) BULB-TEE GIRDER (50 M - 55 M) 36 FURNISH PRECAST PRETENSIONED CONCRETE EA 49,200.0000 984,000.00 0.000 0.00 S) BULB-TEE GIRDER (55 M - 60 M) 37 FURNISH PRECAST PRETENSIONED CONCRETE EA 53,000.0000 159,000.00 0.000 0.00 S) BULB-TEE GIRDER (60 M - 65 M) 38 ERECT PRECAST PRETENSIONED CONCRETE EA 17,160.0000 1,235,520.00 0.000 0.00 S) GIRDER 39 REFINISH BRIDGE DECK M2 250.0000 10,250.00 0.000 0.00 40 PTFE SPHERICAL BEARING EA 5,500.0000 66,000.00 11.000 60,500.00 S) 41 SEISMIC ISOLATION BEARING EA 8,000.0000 176,000.00 22.000 176,000.00 S) 42 JOINT SEAL (MR 30 MM) M 112.0000 10,864.00 0.000 0.00 S) 43 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,850.0000 55,500.00 0.000 0.00 S) 44 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 2,095.0000 85,895.00 0.000 0.00 S) 45 BAR REINFORCING STEEL KG 1.0500 702.45 0.000 0.00 SF)(SIGN FOUNDATION) 46 BAR REINFORCING STEEL (BRIDGE) KG 1.1900 3,473,848.00 150,211.000 178,751.09 2,507,800.000 2,984,282.00 SF) 47 BAR REINFORCING STEEL (RETAINING WALL) KG 1.3700 231,177.91 49,160.000 67,349.20 SF) 48 HEADED BAR REINFORCEMENT EA 4.4800 170,240.00 -243.000 -1,088.64 746.000 3,342.08 SF) 49 SHOTCRETE M3 474.0000 12,324.00 26.000 12,324.00 F) 50 STRUCTURAL STEEL KG 1.4400 128,592.00 0.000 0.00 SF) 51 FURNISH SIGN STRUCTURE (TRUSS) KG 6.0000 344,952.00 0.000 0.00 F) 52 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5200 29,895.84 0.000 0.00 SF) 53 920 MM CAST-IN-DRILLED-HOLE M 300.0000 1,950.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 54 1524 MM CAST-IN-DRILLED-HOLE CONCRETE M 300.0000 2,100.00 0.000 0.00 PILE (SIGN FOUNDATION) 55 ROADSIDE SIGN - ONE POST EA 100.0000 1,800.00 0.000 0.00 56 ROADSIDE SIGN - TWO POST EA 200.0000 400.00 0.000 0.00 57 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 50.0000 250.00 0.000 0.00 METHOD) PROGRAM CAS145 PAGE 7 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006054 TIME 07:10 AM ESTIMATE NO. 21 BID OPENING 07/16/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/24/04 R.E. NAME: WILLIAM B SHEDD DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 59 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 175.0000 1,750.00 10.000 1,750.00 60 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 115.0000 3,220.00 0.000 0.00 61 525 MM ALTERNATIVE PIPE CULVERT M 422.0000 40,934.00 0.000 0.00 62 600 MM ALTERNATIVE PIPE CULVERT M 133.0000 18,620.00 0.000 0.00 63 450 MM REINFORCED CONCRETE PIPE M 300.0000 9,300.00 12.200 3,660.00 64 600 MM REINFORCED CONCRETE PIPE M 800.0000 960.00 0.000 0.00 65 80 MM PLASTIC PIPE (EDGE DRAIN) M 26.0000 22,880.00 0.000 0.00 66 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 20.0000 3,600.00 0.000 0.00 67 PERMEABLE MATERIAL (BLANKET) M3 45.0000 96,750.00 472.000 21,240.00 68 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 69 450 MM CONCRETE FLARED END SECTION EA 1,000.0000 1,000.00 0.000 0.00 70 450 MM ALTERNATIVE FLARED END SECTION EA 925.0000 925.00 0.000 0.00 71 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 72 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 73 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 74 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 75 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 76 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 77 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 78 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 500.0000 3,000.00 0.000 0.00 79 ROCK SLOPE PROTECTION M3 425.0000 13,600.00 0.000 0.00 (FACING, METHOD B) 80 CONCRETE (GUTTER LINING) M3 150.0000 3,450.00 0.000 0.00 81 ROCK SLOPE PROTECTION FABRIC M2 30.0000 990.00 0.000 0.00 82 MINOR CONCRETE (MISCELLANEOUS M3 345.0000 3,450.00 0.000 0.00 CONSTRUCTION) 83 MINOR CONCRETE (GUTTER) M 85.0000 10,200.00 0.000 0.00 F) 84 MISCELLANEOUS IRON AND STEEL KG 3.3000 7,682.40 458.800 1,514.04 SF) PROGRAM CAS145 PAGE 8 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006054 TIME 07:10 AM ESTIMATE NO. 21 BID OPENING 07/16/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/24/04 R.E. NAME: WILLIAM B SHEDD DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 MISCELLANEOUS METAL KG 12.0000 31,320.00 0.000 0.00 SF)(RESTRAINER - PIPE TYPE) 86 MISCELLANEOUS METAL (BRIDGE) KG 11.3000 370,188.00 11,894.000 134,402.20 SF) 87 CHAIN LINK FENCE (TYPE CL-0.9) M 32.0000 3,840.00 0.000 0.00 SF) 88 CHAIN LINK FENCE (TYPE CL-0.9, M 36.0000 10,440.00 0.000 0.00 S) VINYL-CLAD) 89 CHAIN LINK FENCE (TYPE CL-1.8) M 40.0000 13,600.00 0.000 0.00 S) 90 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 91 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,500.0000 5,000.00 0.000 0.00 S) 92 SURVEY MONUMENT (TYPE D) EA 700.0000 7,000.00 0.000 0.00 93 OBJECT MARKER (TYPE P) EA 75.0000 375.00 0.000 0.00 94 OBJECT MARKER (TYPE L-1) EA 35.0000 700.00 2.000 70.00 95 METAL BEAM GUARD RAILING (WOOD POST) M 52.0000 16,640.00 19.000 988.00 S) 96 CONCRETE BARRIER (TYPE K) M 47.0000 84,600.00 128.000 6,016.00 97 TERMINAL SYSTEM (TYPE SRT) EA 1,800.0000 18,000.00 1.000 1,800.00 S) 98 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 2,100.00 1.000 700.00 S) 99 CRASH CUSHION, SAND FILLED EA 3,710.0000 11,130.00 0.000 0.00 S) 00 CRASH CUSHION (ADIEM) EA 16,000.0000 32,000.00 0.000 0.00 S) 01 CONCRETE BARRIER (TYPE 60) M 188.0000 14,852.00 0.000 0.00 02 CONCRETE BARRIER (TYPE 60D) M 109.0000 13,080.00 0.000 0.00 F) 03 CONCRETE BARRIER (TYPE 736) M 135.0000 121,095.00 0.000 0.00 F) 04 CONCRETE BARRIER (TYPE 736A) M 150.0000 41,550.00 0.000 0.00 F) 05 THERMOPLASTIC TRAFFIC STRIPE M 4.7500 16,340.00 0.000 0.00 06 THERMOPLASTIC PAVEMENT MARKING M2 70.0000 5,880.00 0.000 0.00 07 PAINT TRAFFIC STRIPE (2-COAT) M 2.6500 32,065.00 2,479.700 6,571.21 11,394.240 30,194.74 S) 08 PAINT PAVEMENT MARKING (2-COAT) M2 55.0000 3,300.00 66.380 3,650.90 105.960 5,827.80 S) 09 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 5,100.00 771.000 2,313.00 S) 10 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.8000 5,168.00 1,442.000 5,479.60 S) 11 SIGNAL AND LIGHTING LS 75,000.0000 75,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 9 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006054 TIME 07:10 AM ESTIMATE NO. 21 BID OPENING 07/16/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/24/04 R.E. NAME: WILLIAM B SHEDD DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 75,000.0000 75,000.00 0.120 9,000.00 0.720 54,000.00 S) 13 LIGHTING (STAGE CONSTRUCTION) LS 16,000.0000 16,000.00 0.700 11,200.00 S) 14 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.004 800.00 0.013 2,600.00 S) 15 TRAFFIC OPERAITONS SYSTEM LS 176,000.0000 176,000.00 0.012 2,112.00 S) 16 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 17 RELOCATE CATHODIC PROTECTION(RECTIFIER) LS 30,000.0000 30,000.00 0.000 0.00 18 SEWER LINE VIDEO SURVEY EA 20,000.0000 40,000.00 1.000 20,000.00 19 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006054 TIME 07:10 AM ESTIMATE NO. 21 BID OPENING 07/16/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/24/04 R.E. NAME: WILLIAM B SHEDD DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,135,430.93 16,303,448.86 ADJUSTMENT OF COMPENSATION -3,743,961.05 -3,583,583.05 EXTRA WORK 4,314,662.67 12,969,784.32 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,706,132.55 25,689,650.13 20 MOBILIZATION LS 3850,000.0000 3,850,000.00 1.000 3,850,000.00 ORIGINAL CONTRACT AMOUNT 39,272,830.00 TOTAL WORK COMPLETED 1,706,132.55 29,539,650.13 MATERIALS ON HAND ON SITE 2,923,957.66 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,706,132.55 32,463,607.79 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 08/23/02 530 09/10/02 09/10/02 09/22/05 391 31 196 0 68% 54% PROGRESS IS SATISFACTORY WILLIAM B SHEDD RESIDENT ENGINEER PROGRAM CAS145 DATE 05/25/04