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 06/16/05 EST. NO.30 TIME 05:07 PM R.E. NAME: DEANNA VILCHECK 04-0435V4 --------------------------------------------------------------------------- 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 0076-1 -653.07 E.W. @ F.A.(+) 011804 N 0132.0 DAO CORRECTING ENTRY 0076-2 675.60 011804 N 0132.0 DAO CORRECTING ENTRY 0408 1,429.08 100504 Y 0888.0 0505 318.15 031805 Y 1236.0 0514 1,016.97 021605 Y 1259.0 0515 702.59 021705 Y 1260.0 0522 1,029.36 043005 Y 1281.0 0523 993.78 033105 Y 1282.0 0524 322.16 050205 Y 1283.0 0526 74.70 043005 Y 1288.0 0528 209.19 050205 Y 1293.0 0529 415.58 050305 Y 1294.0 0530 339.94 050405 Y 1295.0 0531 209.19 050505 Y 1296.0 0533 78.45 050605 Y 1298.0 0534 385.88 102904 Y 1319.0 0535 652.37 102804 Y 1320.0 0536 839.19 102704 Y 1321.0 0537 730.58 102604 Y 1322.0 0538 493.05 102504 Y 1323.0 0539 493.05 102104 Y 1324.0 0540 814.56 102004 Y 1325.0 0541 707.39 101804 Y 1326.0 0542 1,334.18 101304 Y 1327.0 0544 493.05 101104 Y 1329.0 0545 928.67 092804 Y 1330.0 0546 600.22 110104 Y 1318.0 0547 58.23 050205 Y 1299.0 0549 380.48 110504 Y 1306.0 0550 246.52 110904 Y 1307.0 0551 535.46 101404 Y 1308.0 0552 707.39 101904 Y 1309.0 0553 703.07 111004 Y 1310.0 0554 1,050.84 111204 Y 1311.0 0555 2,133.38 120104 Y 1312.0 0556 160.76 121704 Y 1313.0 0557 214.34 122304 Y 1314.0 0558 246.52 110404 Y 1315.0 0559 891.33 110304 Y 1316.0 0560 533.24 110204 Y 1317.0 5274 69.72 091004 Y 668.10 5278 69.72 090304 Y 679.10 5279 69.72 091604 Y 680.10 5280 69.72 092304 Y 682.10 5281 69.72 092404 Y 683.10 5282 69.72 092204 Y 684.10 5284 58.93 090104 Y 686.10 5285 58.93 091504 Y 687.10 5287 69.72 091704 Y 681.10 5289 88.96 072704 Y 690.10 5290 34.86 090704 Y 691.10 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 06/16/05 EST. NO.30 TIME 05:07 PM R.E. NAME: DEANNA VILCHECK 04-0435V4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 5294 69.72 083104 Y 695.10 5295 69.72 091404 Y 696.10 5296 69.72 092104 Y 697.10 5304 69.72 090904 Y 646.10 5331 69.72 090204 Y 714.10 5339 69.72 091304 Y 756.10 5342 69.72 092004 Y 760.10 5343 69.72 092704 Y 761.10 5344 69.72 092904 Y 762.10 5345 69.72 093004 Y 763.10 5351 69.72 100404 Y 769.10 5355 69.72 100604 Y 775.10 5356 69.72 100704 Y 776.10 004 0021 159.02 E.W. @ F.A.(+) 051805 Y 1336.0 0022 2,384.01 051805 N 1383.0 013 8015 3,348.14 E.W. @ F.A.(+) 043005 Y 1351.0 017 0039 1,748.70 E.W. @ F.A.(+) 041905 Y 1274.0 0043 132.89 050405 Y 1305.0 026 0083 527.53 E.W. @ F.A.(+) 050405 Y 1301.0 030 0086 1,041.69 E.W. @ F.A.(+) 033104 Y 0619.1 0087 703.28 040104 N 620.10 032 0018 214.90 E.W. @ F.A.(+) 050305 Y 1279.0 0020 392.76 051205 Y 1346.0 0021 778.80 051405 Y 1347.0 0023 2,919.03 043005 Y 1365.0 035 0037 665.23 E.W. @ F.A.(+) 041105 Y 1249.0 037 0023 -198,586.00 A.C. @ U.P.(-) 061005 N 23A 0 049 0013 417.00 E.W. @ F.A.(+) 042105 Y 1248.0 070 0506 115,763.15 A.C. @ U.P.(+) 061405 N 0506 0 079 0023 487.47 E.W. @ F.A.(+) 040405 Y 1286.0 0025 57.86 051105 Y 1250.0 0026 386.37 051705 Y 1252.0 080 0021 3,252.46 E.W. @ F.A.(+) 072704 N 0528.0 083 5056 1,472.26 E.W. @ F.A.(+) 030205 Y 1212.0 5059 266.38 092304 Y 0716.1 085 0001-1 -3,471.76 E.W. @ F.A.(+) 031205 Y 1085.0 DAO CORRECTING ENTRY 0002-1 -1,228.17 021705 Y 1123.0 DAO CORRECTING ENTRY 0003-1 -856.56 021805 Y 1124.0 DAO CORRECTING ENTRY 0004-1 -1,068.89 021605 Y 1125.0 DAO CORRECTING ENTRY 0005-1 -1,538.66 022205 Y 1126.0 DAO CORRECTING ENTRY 0006-1 -1,623.84 022405 Y 1127.0 DAO CORRECTING ENTRY 0007-1 -550.74 022505 Y 1128.0 DAO CORRECTING ENTRY 0008-1 -193.47 030105 Y 1129.0 DAO CORRECTING ENTRY 0009-1 -695.42 030305 Y 1131.0 DAO CORRECTING ENTRY 0010-1 -485.83 030205 Y 1132.0 DAO CORRECTING ENTRY 0011-1 -231.81 031405 Y 1133.0 DAO CORRECTING ENTRY 0012-1 -1,506.90 022805 Y 1130.0 DAO CORRECTING ENTRY 0013-1 -454.23 031005 Y 1134.0 DAO CORRECTING ENTRY 0014-1 -62,214.08 042705 N 1239 0 DAO CORRECTING ENTRY 0500 999,999.00 E.W. @ L.S.(+) 052705 Y 500 0 0501 34,412.83 052705 Y 0501 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 06/16/05 EST. NO.30 TIME 05:07 PM R.E. NAME: DEANNA VILCHECK 04-0435V4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0502-1 -128,976.05 E.W. @ F.A.(+) 051605 N 1334.0 DAO CORRECTING ENTRY 0505 637,774.72 E.W. @ L.S.(+) 061505 Y 0505 0 088 0035 175.04 E.W. @ F.A.(+) 011005 Y 0953.0 0064 2,624.12 040105 Y 1264.0 0066 364.65 033005 Y 1265.1 0067 831.05 033105 Y 1247.0 1,434,749.43 TOTAL THIS ESTIMATE 11,869,599.26 TOTAL PREVIOUS ESTIMATE 13,304,348.69 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 06/16/05 EST. NO.30 TIME 05:07 PM R.E. NAME: DEANNA VILCHECK 04-0435V4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CONSTRUCITON STAKING -800.00 09 CREDIT FRO STAKING 600.00 10 0.00 -200.00 LABOR COMPLIANCE VIOLATION PAYROLL DELINQENDY -10,000.00 15 PAYROLL DELINQUENCY -10,000.00 18 PAYROLL DELINQUENCY -10,000.00 19 RETURN FOR EST# 19 10,000.00 20 PAYROLL DELIQUENCY 10,000.00 25 PAYROLL DELINQUINCY -20,000.00 26 PARROLL DELINQUENCY -10,000.00 30 -10,000.00 -40,000.00 OVERBID ITEMS OVERBID ITEM NO. 312 -106,057.98 06 OVERBID ITEM NO. 312 -53,028.99 08 OVERBID ITEM NO. 312 -42,423.19 10 OVERBID ITEM NO. 312 -10,605.80 30 -10,605.80 -212,115.96 TOTAL DEDUCTIONS -20,605.80 -252,315.96 PROGRAM CAS145 PAGE 1 DATE 06/16/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 05:07 PM ESTIMATE NO. 30 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/05 R.E. NAME: DEANNA VILCHECK DATE OF THIS ESTIMATE 06/16/05 LOCATION RERUN PROGRESS ESTIMATE 04-SF-80-4.9/5.9 ----------------------- TUTO-SALIBA CORPORATION IN THE CITY AND COUNTY OF 399 HARRISON ST SAN FRANCISCO FROM FIFTH STREET TO SAN FRANCISCO, CA 94105 SAN FRANCISCO OAKLAND BAY BRIDGE FED. AID NO. N O N E SEISMIC RETROFIT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 SURVEY OF EXISTING NON-HIGHWAY LS 250,000.0000 250,000.00 0.015 3,750.00 0.430 107,500.00 FACILITIES 02 SEWER VIDEO SURVEY LS 66,000.0000 66,000.00 0.500 33,000.00 03 VIBRATION MONITORING LS 460,000.0000 460,000.00 0.017 7,820.00 0.405 186,300.00 04 ELECTRONIC MOBILE DAILY DIARY SYSTEM LS 85,000.0000 85,000.00 0.000 0.00 DATA DELIVERY 05 PROGRESS SCHEDULE (CRITICAL PATH) LS 300,000.0000 300,000.00 0.014 4,200.00 0.466 139,800.00 06 TIME-RELATED OVERHEAD WDAY 21,000.0000 38,304,000.00 31.000 651,000.00 745.000 15,645,000.00 07 TEMPORARY SUPPORT, LOCATION A LS 100,000.0000 100,000.00 1.000 100,000.00 08 TEMPORARY SUPPORT, LOCATION B LS 869,000.0000 869,000.00 0.000 0.00 09 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 10 PREPARE STORM WATER POLLUTION LS 5,500.0000 5,500.00 0.750 4,125.00 S) PREVENTION PLAN 11 WATER POLLUTION CONTROL LS 107,000.0000 107,000.00 0.017 1,819.00 0.374 40,018.00 S) 12 TEMPORARY SILT FENCE LF 26.0000 46,800.00 403.000 10,478.00 S) 13 TEMPORARY SILT FENCE FABRIC ALONG LF 6.5000 94,900.00 7,368.000 47,892.00 S) CHAIN LINK FENCE 14 TEMPORARY ROCK BAG BARRIER LF 0.7500 10,950.00 6,502.500 4,876.88 S) 15 TEMPORARY COVER SQYD 7.5000 18,750.00 13,524.600 101,434.50 S) 16 TEMPORARY DRAINAGE INLET PROTECTION EA 610.0000 53,070.00 28.000 17,080.00 S) 17 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,600.0000 75,600.00 1.000 3,600.00 14.000 50,400.00 S) 18 TEMPORARY ENTRANCE/EXIT EA 2,000.0000 84,000.00 11.000 22,000.00 S) 19 CONSTRUCTION AREA SIGNS LS 641,000.0000 641,000.00 0.560 358,960.00 S) 20 TRAFFIC CONTROL SYSTEM LS 1727,000.0000 1,727,000.00 0.019 32,813.00 0.418 721,886.00 S) 21 TYPE III BARRICADE EA 650.0000 8,450.00 6.000 3,900.00 S) 22 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.0000 7,340.00 4,882.000 9,764.00 S) PROGRAM CAS145 PAGE 2 DATE 06/16/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 05:07 PM ESTIMATE NO. 30 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/05 R.E. NAME: DEANNA VILCHECK DATE OF THIS ESTIMATE 06/16/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY PAVEMENT MARKER EA 3.0000 12,030.00 3,034.000 9,102.00 S) (NON-REFLECTIVE) 24 TEMPORARY PAVEMENT MARKER EA 5.0000 75.00 12.000 60.00 S) (RETROREFLECTIVE-SPECIAL TYPE C) 25 TEMPORARY PAVEMENT MARKER EA 5.0000 400.00 33.000 165.00 S) (RETROREFLECTIVE-SPECIAL TYPE D) 26 TEMPORARY PAVEMENT MARKER EA 4.0000 7,160.00 1,030.000 4,120.00 S) (RETROREFLECTIVE-SPECIAL TYPE G) 27 TEMPORARY PAVEMENT MARKER EA 5.0000 2,250.00 209.000 1,045.00 S) (RETROREFLECTIVE-SPECIAL TYPE H) 28 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 10,925.00 21,502.000 5,375.50 S) 29 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 6,600.00 70.000 2,100.00 S) 30 TEMPORARY CHAIN LINK FENCE (TYPE CL-6) LF 8.0000 32,160.00 1,414.000 11,312.00 S) 31 16' TEMPORARY CHAIN LINK GATE EA 800.0000 1,600.00 1.000 800.00 S) (TYPE CL-6) 32 PORTABLE CHANGEABLE MESSAGE SIGN EA 27,000.0000 378,000.00 14.000 378,000.00 S) 33 TEMPORARY RAILING (TYPE K) LF 19.0000 587,100.00 13,800.000 262,200.00 S) 34 TEMPORARY CRASH CUSHION MODULE EA 266.0000 164,920.00 277.000 73,682.00 S) 35 TEMPORARY TRAFFIC SCREEN LF 4.7000 137,240.00 7,720.000 36,284.00 S) 36 PIN COLUMN LS 20,000.0000 20,000.00 0.000 0.00 37 ABANDON CULVERT EA 560.0000 25,200.00 7.000 3,920.00 38 ABANDON INLET EA 1,200.0000 2,400.00 0.000 0.00 39 ABANDON MANHOLE EA 1,200.0000 3,600.00 1.000 1,200.00 40 REMOVE CHAIN LINK FENCE LF 4.0000 27,760.00 2,672.000 10,688.00 41 REMOVE GATE EA 300.0000 3,300.00 2.000 600.00 42 REMOVE METAL BEAM GUARD RAILING LF 41.0000 14,350.00 275.000 11,275.00 43 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 44 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 11,200.00 16,707.200 8,353.60 45 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 3,140.00 4,533.000 2,266.50 (YELLOW) 46 REMOVE ROADSIDE SIGN EA 350.0000 33,250.00 23.000 8,050.00 47 REMOVE SIGN STRUCTURE EA 4,000.0000 36,000.00 6.000 24,000.00 48 REMOVE ASPHALT CONCRETE CY 51.0000 10,710.00 3.000 153.00 49 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 5,550.00 333.000 1,665.00 PROGRAM CAS145 PAGE 3 DATE 06/16/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 05:07 PM ESTIMATE NO. 30 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/05 R.E. NAME: DEANNA VILCHECK DATE OF THIS ESTIMATE 06/16/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CULVERT LF 41.0000 9,020.00 24.000 984.00 51 REMOVE INLET EA 1,100.0000 37,400.00 11.000 12,100.00 52 REMOVE SAN FRANCISCO MANHOLE EA 1,900.0000 1,900.00 0.000 0.00 53 RESET ROADSIDE SIGN EA 2,400.0000 2,400.00 0.000 0.00 54 PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.2000 227,140.00 0.000 0.00 S) 55 REMOVE CONCRETE CY 56.0000 52,640.00 74.300 4,160.80 239.790 13,428.24 56 REMOVE CONCRETE BARRIER LF 10.0000 61,000.00 1,096.000 10,960.00 57 REMOVE CONCRETE BARRIER (TYPE K) LF 17.0000 12,920.00 200.000 3,400.00 58 REMOVE CRASH CUSHION EA 2,000.0000 14,000.00 3.000 6,000.00 59 REMOVE CRASH CUSHION (SAND FILLED) EA 182.0000 6,916.00 0.000 0.00 60 BRIDGE REMOVAL, LOCATION A LS 3500,000.0000 3,500,000.00 0.990 3,465,000.00 61 BRIDGE REMOVAL, LOCATION B LS 600,000.0000 600,000.00 0.000 0.00 62 BRIDGE REMOVAL, LOCATION C LS 200,000.0000 200,000.00 0.980 196,000.00 63 BRIDGE REMOVAL, LOCATION D LS 200,000.0000 200,000.00 0.050 10,000.00 64 BRIDGE REMOVAL, LOCATION E LS 600,000.0000 600,000.00 0.000 0.00 65 BRIDGE REMOVAL, LOCATION F LS 700,000.0000 700,000.00 0.000 0.00 66 BRIDGE REMOVAL, LOCATION G LS 100,000.0000 100,000.00 0.000 0.00 67 BRIDGE REMOVAL, LOCATION H LS 150,000.0000 150,000.00 0.000 0.00 68 BRIDGE REMOVAL, LOCATION I LS 500,000.0000 500,000.00 0.000 0.00 69 BRIDGE REMOVAL, LOCATION J LS 100,000.0000 100,000.00 0.200 20,000.00 70 BRIDGE REMOVAL, LOCATION M (STAGE 1) LS 500,000.0000 500,000.00 1.000 500,000.00 71 BRIDGE REMOVAL, LOCATION M (STAGE 2) LS 1750,000.0000 1,750,000.00 0.070 122,500.00 72 BRIDGE REMOVAL, LOCATION M (STAGE 3) LS 1000,000.0000 1,000,000.00 0.000 0.00 73 BRIDGE REMOVAL,LOCATION M (STAGE 4) LS 1000,000.0000 1,000,000.00 0.000 0.00 74 BRIDGE REMOVAL, LOCATION M (STAGE 5) LS 2000,000.0000 2,000,000.00 0.020 40,000.00 75 BRIDGE REMOVAL (PORTION), LOCATION N LS 100,000.0000 100,000.00 1.000 100,000.00 76 BRIDGE REMOVAL (PORTION), LOCATION O LS 30,000.0000 30,000.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 06/16/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 05:07 PM ESTIMATE NO. 30 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/05 R.E. NAME: DEANNA VILCHECK DATE OF THIS ESTIMATE 06/16/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 BRIDGE REMOVAL (PORTION), LOCATION K LS 5,000.0000 5,000.00 1.000 5,000.00 1.000 5,000.00 78 BRIDGE REMOVAL (PORTION), LOCATION L LS 500,000.0000 500,000.00 0.150 75,000.00 0.650 325,000.00 79 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 0.730 18,250.00 80 ROADWAY EXCAVATION (TYPE NH) CY 79.5000 458,715.00 1,451.680 115,408.56 81 ROADWAY EXCAVATION (TYPE NRH) CY 86.6000 803,648.00 3,713.300 321,571.78 82 ROADWAY EXCAVATION (TYPE RH) CY 280.0000 280,000.00 0.000 0.00 83 ROADWAY EXCAVATION (DETOUR REMOVAL) CY 37.0000 175,380.00 0.000 0.00 84 STRUCTURE EXCAVATION (UTILITY TRENCH) CY 13.0000 33,280.00 -210.000 -2,730.00 2,350.000 30,550.00 85 STRUCTURE EXCAVATION, TYPE NH CY 170.0000 88,060.00 891.240 151,510.80 F) 86 STRUCTURE EXCAVATION, TYPE NH CY 51.0000 15,300.00 187.000 9,537.00 RETAINING WALL 87 STRUCTURE EXCAVATION, TYPE DNH CY 61.0000 6,222.00 80.500 4,910.50 F) RETAINING WALL 88 STRUCTURE EXCAVATION (RETAINING WALL CY 129.0000 55,470.00 0.000 0.00 TYPE NRH) 89 STRUCTURE EXCAVATION, TYPE NRH CY 230.0000 310,040.00 210.000 48,300.00 1,377.840 316,903.20 F) 90 STRUCTURE EXCAVATION, TYPE DNRH CY 314.0000 1,664,514.00 4.000 1,256.00 1,206.120 378,721.68 F) 91 STRUCTURE EXCAVATION, TYPE DNH CY 53.0000 202,513.00 4.000 212.00 975.330 51,692.49 F) 92 STRUCTURE EXCAVATION, TYPE RH CY 1,050.0000 165,900.00 117.700 123,585.00 F) 93 STRUCTURE EXCAVATION, TYPE DNRH CY 2,600.0000 135,200.00 41.550 108,030.00 F) RETAINING WALL 94 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 392.0000 168,560.00 387.000 151,704.00 F) TYPE DNRH 95 STRUCTURE EXCAVATION (16"-42") PILING CY 89.0000 183,785.00 52.000 4,628.00 1,237.940 110,176.66 F) TYPE DNH 96 STRUCTURE EXCAVATION (60"-84") PILING CY 90.0000 628,740.00 2,387.000 214,830.00 F) TYPE DNH 97 STRUCTURE EXCAVATION (90"-108") PILING CY 89.5000 1,030,503.00 10,670.590 955,017.81 F) TYPE DNH 98 STRUCTURE EXCAVATION (16"-42") PILING CY 199.0000 32,238.00 22.330 4,443.67 F) TYPE DNRH 99 STRUCTURE EXCAVATION (60"-84") PILING CY 366.0000 404,796.00 465.100 170,226.60 F) TYPE DNRH 00 STRUCTURE EXCAVATION (90"-108") PILING CY 379.0000 326,698.00 710.310 269,207.49 F) TYPE DNRH 01 STRUCTURE EXCAVATION (60"-84") PILING CY 2,250.0000 9,000.00 0.000 0.00 F) TYPE DRH 02 STRUCTURE BACKFILL (BRIDGE) CY 95.0000 495,330.00 1,303.090 123,793.55 F) 03 STRUCTURE BACKFILL (RETAINING WALL) CY 53.0000 55,385.00 772.000 40,916.00 F) PROGRAM CAS145 PAGE 5 DATE 06/16/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 05:07 PM ESTIMATE NO. 30 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/05 R.E. NAME: DEANNA VILCHECK DATE OF THIS ESTIMATE 06/16/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 PERVIOUS BACKFILL MATERIAL (RETAINING CY 216.0000 10,152.00 28.000 6,048.00 WALL) 05 SAND BACKFILL CY 568.0000 31,240.00 0.000 0.00 06 LEAN CONCRETE BACKFILL CY 684.0000 99,180.00 50.000 34,200.00 F) 07 CLASS A CONCRETE BACKFILL CY 130.0000 6,500.00 50.000 6,500.00 F) 08 DITCH EXCAVATION CY 123.0000 13,530.00 0.000 0.00 09 EARTH RETAINING STRUCTURE, LOCATION A SQFT 150.0000 457,500.00 2,974.000 446,100.00 F) 10 EARTH RETAINING STRUCTURE, LOCATION B SQFT 150.0000 427,500.00 2,779.000 416,850.00 F) 11 EARTH RETAINING STRUCTURE, LOCATION C SQFT 150.0000 759,000.00 0.000 0.00 F) 12 IMPORTED BORROW CY 16.0000 107,360.00 4,000.000 64,000.00 13 LIGHTWEIGHT EMBANKMENT MATERIAL CY 205.0000 184,500.00 0.000 0.00 (CELLULAR CONCRETE) 14 IMPORTED TOPSOIL CY 22.5000 360,000.00 450.000 10,125.00 S) 15 EROSION CONTROL (MULCH) CY 25.0000 62,500.00 0.000 0.00 S) 16 STRAW (EROSION CONTROL) TON 500.0000 1,250.00 0.000 0.00 S) 17 FIBER (EROSION CONTROL) LB 1.5000 525.00 0.000 0.00 S) 18 FIBER ROLLS LF 2.0000 9,600.00 0.000 0.00 S) 19 COMPOST (EROSION CONTROL) LB 2.0000 2,400.00 0.000 0.00 S) 20 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,500.0000 6,000.00 0.000 0.00 S) 21 PURE LIVE SEED (EROSION CONTROL) LB 20.0000 3,000.00 0.000 0.00 S) 22 STABILIZING EMULSION (EROSION CONTROL) LB 2.0000 400.00 0.000 0.00 S) 23 4" SUPPLY LINE (BRIDGE) LF 28.0000 33,600.00 1,200.000 33,600.00 24 6" SUPPLY LINE (BRIDGE) LF 121.0000 145,200.00 1,200.000 145,200.00 25 8" CORRUGATED HIGH DENSITY LF 32.0000 18,240.00 20.000 640.00 S) POLYETHYLENE PIPE CONDUIT 26 10" CORRUGATED HIGH DENSITY LF 39.0000 7,020.00 0.000 0.00 S) POLYETHYLENE PIPE CONDUIT 27 CLASS 4 AGGREGATE SUBBASE CY 44.0000 342,320.00 1,722.110 75,772.84 28 CLASS 3 AGGREGATE BASE CY 62.0000 323,640.00 763.800 47,355.60 29 ASPHALT TREATED PERMEABLE BASE CY 101.0000 151,500.00 199.430 20,142.43 30 ASPHALT CONCRETE (TYPE A) TON 81.0000 1,624,050.00 2,630.980 213,109.38 PROGRAM CAS145 PAGE 6 DATE 06/16/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 05:07 PM ESTIMATE NO. 30 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/05 R.E. NAME: DEANNA VILCHECK DATE OF THIS ESTIMATE 06/16/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 27.0000 30,510.00 0.000 0.00 AREA) 32 PLACE ASPHALT CONCRETE DIKE (TYPE A) LF 3.0000 1,290.00 60.000 180.00 33 PLACE ASPHALT CONCRETE DIKE (TYPE C) LF 3.0000 2,190.00 0.000 0.00 34 PLACE ASPHALT CONCRETE DIKE (TYPE F) LF 3.0000 1,500.00 229.000 687.00 35 DRILLED HOLE (24") LF 240.0000 223,200.00 930.000 223,200.00 36 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 30.0000 17,970.00 599.000 17,970.00 S) 37 20" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 50.0000 15,200.00 304.000 15,200.00 S) 38 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 75.0000 76,350.00 1,013.000 75,975.00 S) 39 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 500.0000 1,732,500.00 127.000 63,500.00 2,310.370 1,155,185.00 S) 40 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 165.0000 475,695.00 70.000 11,550.00 2,862.950 472,386.75 S) 41 60" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 450.0000 523,350.00 1,113.000 500,850.00 S) 42 72" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 500.0000 1,280,500.00 768.500 384,250.00 S) 43 84" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 740.0000 2,292,520.00 504.500 373,330.00 S) 44 90" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 870.0000 3,206,820.00 1,799.500 1,565,565.00 S) 45 96" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,000.0000 2,887,000.00 2,397.200 2,397,200.00 S) 46 108" CAST-IN-DRILLED-HOLE CONCRETE LF 1,500.0000 615,000.00 270.000 405,000.00 S) PILING 47 30" CAST-IN-DRILLED-HOLE CONCRETE LF 142.0000 12,780.00 0.000 0.00 S) PILING (ROCK SOCKET) 48 72" CAST-IN-DRILLED-HOLE CONCRETE LF 808.0000 357,944.00 185.500 149,884.00 S) PILING (ROCK SOCKET) 49 84" CAST-IN-DRILLED-HOLE CONCRETE LF 1,093.0000 91,812.00 81.500 89,079.50 S) PILING (ROCK SOCKET) 50 90" CAST-IN-DRILLED-HOLE CONCRETE LF 1,264.0000 350,128.00 101.500 128,296.00 S) PILING (ROCK SOCKET) 51 96" CAST-IN-DRILLED-HOLE CONCRETE LF 1,412.0000 1,486,836.00 1,214.000 1,714,168.00 S) PILING (ROCK SOCKET) 52 108" CAST-IN-DRILLED-HOLE CONCRETE LF 1,798.0000 1,569,654.00 685.000 1,231,630.00 S) PILING (ROCK SOCKET) 53 36" CAST-IN-DRILLED-HOLE CONCRETE LF 215.0000 10,750.00 0.000 0.00 S) PILING (ROCK SOCKET) 54 36" PERMANENT STEEL CASING LF 200.0000 350,000.00 150.960 30,192.00 3,859.710 771,942.00 S) 55 42" PERMANENT STEEL CASING LF 240.0000 124,800.00 541.800 130,032.00 S) 56 90" PERMANENT STEEL CASING LF 600.0000 758,400.00 152.000 91,200.00 S) 57 96" PERMANENT STEEL CASING LF 800.0000 998,400.00 388.000 310,400.00 S) PROGRAM CAS145 PAGE 7 DATE 06/16/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 05:07 PM ESTIMATE NO. 30 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/05 R.E. NAME: DEANNA VILCHECK DATE OF THIS ESTIMATE 06/16/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 102" PERMANENT STEEL CASING LF 900.0000 381,600.00 424.000 381,600.00 S) 59 FURNISH PILING (CLASS 70) LF 25.0000 6,675.00 267.000 6,675.00 60 DRIVE PILE (CLASS 70) EA 6,900.0000 55,200.00 8.000 55,200.00 S) 61 STEEL SOLDIER PILE (W18 X 76) LF 41.0000 35,875.00 875.000 35,875.00 F) 62 FURNISH 36" CAST-IN-STEEL SHELL LF 50.0000 128,750.00 0.000 0.00 CONCRETE PILING 63 DRIVE 36" CAST-IN-STEEL SHELL CONCRETE EA 5,500.0000 192,500.00 0.000 0.00 S) PILE 64 PRESTRESSING CAST-IN-PLACE CONCRETE LS 2200,000.0000 2,200,000.00 0.002 4,400.00 0.478 1,051,600.00 S) 65 PRESTRESSING (LOCATION A) LS 3,000.0000 3,000.00 1.000 3,000.00 S) 66 PRESTRESSING (LOCATION B) LS 43,000.0000 43,000.00 0.600 25,800.00 S) 67 PRESTRESSING (LOCATION C) LS 589,000.0000 589,000.00 0.150 88,350.00 S) 68 PRESTRESSING (LOCATION D) LS 10,200.0000 10,200.00 0.000 0.00 69 TIEDOWN ANCHOR EA 6,900.0000 420,900.00 61.000 420,900.00 S) 70 CATHODIC PROTECTION LS 30,000.0000 30,000.00 0.500 15,000.00 71 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 229.0000 542,501.00 174.000 39,846.00 1,337.670 306,326.43 F) 72 STRUCTURAL CONCRETE, BRIDGE CY 378.0000 26,205,228.00 2,568.420 970,862.76 26,010.110 9,831,821.58 F) 73 STRUCTURAL CONCRETE, RETAINING WALL CY 437.0000 265,696.00 170.000 74,290.00 F) 74 STRUCTURAL CONCRETE, APPROACH SLAB CY 441.0000 128,331.00 92.000 40,572.00 F) (TYPE N) 75 CLASS B CONCRETE (BACKFILL) CY 147.0000 49,980.00 11.000 1,617.00 76 CLASS D CONCRETE (BACKFILL) CY 129.0000 8,256.00 0.000 0.00 77 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 147,750.00 13.300 19,950.00 F) 78 SAN FRANCISCO MANHOLE EA 5,700.0000 17,100.00 0.000 0.00 S) 79 SAN FRANCISCO STORM WATER INLET EA 3,000.0000 6,000.00 0.000 0.00 S) 80 ARCHITECTURAL SURFACE (FIRST STREET SQFT 128.0000 353,280.00 0.000 0.00 RETAINING WALL) 81 ARCHITECTURAL SURFACE (RETAINING WALL SQFT 22.0000 6,600.00 0.000 0.00 NO. 2) 82 ARCHITECTURAL SURFACE (RETAINING WALL SQFT 10.0000 16,600.00 0.000 0.00 NO. 3) 83 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 84 DRILL AND BOND DOWEL LF 10.0000 144,900.00 115.000 1,150.00 2,459.330 24,593.30 PROGRAM CAS145 PAGE 8 DATE 06/16/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 05:07 PM ESTIMATE NO. 30 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/05 R.E. NAME: DEANNA VILCHECK DATE OF THIS ESTIMATE 06/16/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 25.0000 52,800.00 1,001.000 25,025.00 86 ROCK ANCHOR EA 91.0000 5,096.00 0.000 0.00 87 SPIN-LOCK CONCRETE ANCHORS LS 170,000.0000 170,000.00 0.035 5,950.00 0.126 21,420.00 S) 88 CORE CONCRETE (3") LF 90.0000 9,900.00 9.000 810.00 S) 89 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 90 CORE CONCRETE (8") & GROUT STEEL PIPE LF 181.0000 11,222.00 14.330 2,593.73 42.470 7,687.07 S) 91 CORE CONCRETE (3 1/2") LF 30.0000 21,150.00 323.000 9,690.00 538.500 16,155.00 S) 92 CORE CONCRETE (5") LF 100.0000 400.00 0.000 0.00 S) 93 CORE CONCRETE (1") & PRESSURE LF 60.0000 7,200.00 45.750 2,745.00 121.750 7,305.00 S) GROUT DOWEL 94 CORE CONCRETE (1 1/2") LF 30.0000 19,050.00 42.000 1,260.00 42.000 1,260.00 S) 95 CORE CONCRETE (1 1/2") & PRESSURE LF 33.0000 52,206.00 0.000 0.00 S) GROUT DOWEL 96 CORE CONCRETE (1 3/4") LF 20.0000 4,860.00 253.000 5,060.00 S) 97 CORE CONCRETE (2") & PRESSURE LF 30.0000 87,900.00 79.000 2,370.00 1,241.450 37,243.50 S) GROUT DOWEL 98 CORE CONCRETE (2 1/2") LF 90.0000 10,260.00 25.000 2,250.00 S) 99 REPLACE BEARING EA 27,400.0000 54,800.00 0.000 0.00 00 PTFE SPHERICAL BEARING EA 3,150.0000 396,900.00 34.000 107,100.00 S) 01 GROUT CY 500.0000 26,000.00 3.000 1,500.00 02 JOINT SEAL (MR 1/2") LF 26.0000 8,528.00 100.000 2,600.00 03 JOINT SEAL (MR = 1") LF 28.0000 6,944.00 52.000 1,456.00 S) 04 JOINT SEAL (TYPE B-MR 1 1/2") LF 60.0000 3,060.00 51.000 3,060.00 S) 05 JOINT SEAL (MR = 2") LF 60.0000 3,600.00 24.000 1,440.00 S) 06 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 120.0000 8,040.00 0.000 0.00 S) 07 JOINT SEAL ASSEMBLY (MR 3") LF 120.0000 26,280.00 62.000 7,440.00 S) 08 JOINT SEAL ASSEMBLY (MR 3 1/2") LF 185.0000 36,075.00 0.000 0.00 S) 09 JOINT SEAL ASSEMBLY (MR 4") LF 150.0000 14,400.00 0.000 0.00 S) 10 JOINT SEAL ASSEMBLY (MR 4 1/2") LF 188.0000 98,700.00 0.000 0.00 S) 11 JOINT SEAL ASSEMBLY (MR 5") LF 410.0000 78,310.00 58.000 23,780.00 S) PROGRAM CAS145 PAGE 9 DATE 06/16/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 05:07 PM ESTIMATE NO. 30 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/05 R.E. NAME: DEANNA VILCHECK DATE OF THIS ESTIMATE 06/16/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 JOINT SEAL ASSEMBLY (MR 5 1/2") LF 580.0000 32,480.00 41.000 23,780.00 S) 13 JOINT SEAL ASSEMBLY (MR 6") LF 460.0000 83,720.00 40.000 18,400.00 S) 14 JOINT SEAL (TYPE AL) LF 12.0000 4,332.00 224.000 2,688.00 15 JOINT SEAL ASSEMBLY (MR 7") LF 580.0000 21,460.00 37.000 21,460.00 S) 16 BAR REINFORCING STEEL (BRIDGE) LB 0.5000 15,767,950.00 146,827.000 73,413.50 14,565,306.000 7,282,653.00 SF) 17 BAR REINFORCING STEEL (RETAINING WALL) LB 0.6000 25,695.60 17,134.000 10,280.40 SF) 18 HEADED BAR REINFORCEMENT EA 3.0000 114,108.00 1,558.000 4,674.00 15,431.000 46,293.00 SF) 19 SHOTCRETE CY 534.0000 29,370.00 52.250 27,901.50 F) 20 ASPHALT MEMBRANE WATERPROOFING SQFT 10.0000 3,100.00 0.000 0.00 F) 21 COLUMN CASING LB 4.0000 916,000.00 12,000.000 48,000.00 152,028.000 608,112.00 SF) 22 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.9700 3,126,981.00 98,000.000 193,060.00 1,030,199.000 2,029,492.03 SF) 23 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.2300 365,079.00 98,000.000 22,540.00 905,748.390 208,322.13 SF) 24 ISOLATION CASING LB 3.8100 1,525,143.00 130,867.000 498,603.27 SF) 25 FURNISH SIGN STRUCTURE (TRUSS) LB 2.5000 321,475.00 72,252.000 180,630.00 F) 26 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 64,295.00 72,252.000 36,126.00 SF) 27 METAL (RAIL MOUNTED SIGN) LB 4.3000 29,326.00 576.000 2,476.80 S) 28 ROADSIDE SIGN - ONE POST EA 418.0000 19,228.00 9.000 3,762.00 S) 29 ROADSIDE SIGN - TWO POST EA 600.0000 7,200.00 1.000 600.00 S) 30 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 465.0000 4,185.00 6.000 2,790.00 METHOD) 31 INSTALL SELF ADHESIVE SIGN PANEL EA 1,084.0000 21,680.00 0.000 0.00 SF) 32 INSTALL SIGN PANEL ON EXISTING STRUCTURE SQFT 8.0000 4,680.00 0.000 0.00 SF) 33 TREATED LUMBER AND TIMBER MFBM 5,500.0000 66,000.00 0.000 0.00 F) 34 CLEAN AND PAINT STRUCTURAL STEEL LS 750,000.0000 750,000.00 0.100 75,000.00 S) 35 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 65.0000 9,360.00 0.000 0.00 SF) 36 WORK AREA MONITORING LS 36,000.0000 36,000.00 0.000 0.00 37 12" ALTERNATIVE PIPE CULVERT LF 113.0000 150,290.00 102.000 11,526.00 38 18" ALTERNATIVE PIPE CULVERT LF 192.0000 458,880.00 244.000 46,848.00 PROGRAM CAS145 PAGE 10 DATE 06/16/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 05:07 PM ESTIMATE NO. 30 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/05 R.E. NAME: DEANNA VILCHECK DATE OF THIS ESTIMATE 06/16/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 36" CORRUGATED STEEL PIPE (.109" THICK) LF 133.0000 1,197.00 0.000 0.00 40 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 95.0000 5,130.00 0.000 0.00 (.109" THICK) 41 GRATED LINE DRAIN LF 91.0000 7,553.00 0.000 0.00 42 3" WELDED STEEL PIPE CLEANOUT EA 1,020.0000 2,040.00 0.000 0.00 43 6" WELDED STEEL PIPE (.134" THICK) LF 93.0000 15,810.00 80.000 7,440.00 44 10" VITRIFIED CLAY PIPE LF 205.0000 16,810.00 0.000 0.00 S) 45 12" VITRIFIED CLAY PIPE LF 191.0000 18,336.00 56.000 10,696.00 S) 46 18" VITRIFIED CLAY PIPE LF 260.0000 67,600.00 0.000 0.00 S) 47 MINOR CONCRETE (DITCH LINING) CY 394.0000 25,216.00 0.000 0.00 48 MINOR CONCRETE (MISCELLANEOUS CY 315.0000 220,500.00 70.500 22,207.50 CONSTRUCTION) 49 MINOR CONCRETE (GUTTER) LF 12.0000 3,996.00 0.000 0.00 F) 50 MISCELLANEOUS IRON AND STEEL LB 0.6000 12,118.80 2,587.000 1,552.20 SF) 51 MISCELLANEOUS METAL LB 3.4000 266,900.00 3,371.000 11,461.40 25,661.000 87,247.40 SF)(RESTRAINER - PIPE TYPE) 52 MISCELLANEOUS METAL LB 6.2000 159,340.00 15,500.000 96,100.00 SF)(RESTRAINER - CABLE TYPE) 53 MISCELLANEOUS METAL (BRIDGE) LB 3.5000 2,166,766.00 2,597.000 9,089.50 217,137.000 759,979.50 SF) 54 BRIDGE DECK DRAINAGE SYSTEM LB 4.8000 402,672.00 17,037.000 81,777.60 SF) 55 CLOCK TOWER SCREEN LF 478.0000 57,360.00 0.000 0.00 F) 56 CHAIN LINK FENCE (TYPE CL-6) LF 8.0000 56,000.00 0.000 0.00 S) 57 16' CHAIN LINK GATE (TYPE CL-6) EA 800.0000 800.00 0.000 0.00 S) 58 20' CHAIN LINK GATE (TYPE CL-6) EA 1,000.0000 5,000.00 0.000 0.00 S) 59 24' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 4,500.00 0.000 0.00 S) 60 DELINEATOR (CLASS 1) EA 30.0000 4,800.00 0.000 0.00 61 METAL BEAM GUARD RAILING LF 20.0000 15,600.00 80.000 1,600.00 S) 62 CONCRETE BARRIER (TYPE 27) LF 111.0000 65,157.00 0.000 0.00 F) 63 CONCRETE BARRIER (TYPE 27 MODIFIED) LF 41.0000 24,067.00 0.000 0.00 F) 64 CABLE RAILING LF 25.0000 8,325.00 0.000 0.00 F) 65 TERMINAL SYSTEM (TYPE ET) EA 300.0000 2,700.00 2.000 600.00 S) PROGRAM CAS145 PAGE 11 DATE 06/16/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 05:07 PM ESTIMATE NO. 30 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/05 R.E. NAME: DEANNA VILCHECK DATE OF THIS ESTIMATE 06/16/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 TERMINAL SYSTEM (TYPE SRT) EA 300.0000 1,800.00 0.000 0.00 S) 67 CRASH CUSHION (ADIEM) EA 3,000.0000 36,000.00 3.000 9,000.00 S) 68 CONCRETE BARRIER (TYPE 60) LF 55.0000 237,600.00 205.000 11,275.00 69 CONCRETE BARRIER (TYPE 60A) LF 48.0000 84,480.00 630.000 30,240.00 70 CONCRETE BARRIER (TYPE 60C) LF 52.0000 90,116.00 484.000 25,168.00 71 CONCRETE BARRIER (TYPE 60D) LF 18.0000 6,948.00 0.000 0.00 F) 72 CONCRETE BARRIER (TYPE 732) LF 75.0000 102,450.00 0.000 0.00 F) 73 CONCRETE BARRIER (TYPE 732 MOD) LF 55.0000 1,408,935.00 6,279.000 345,345.00 F) 74 CONCRETE BARRIER LF 207.0000 9,315.00 0.000 0.00 F) (ANCHORAGE RECONSTRUCTION) 75 CONCRETE BARRIER (TYPE 732A) LF 59.0000 5,664.00 96.000 5,664.00 F) 76 CONCRETE BARRIER (TYPE 736A) LF 57.0000 12,597.00 156.000 8,892.00 SF) 77 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 19,150.00 2,374.000 1,187.00 S) 78 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 240.00 0.000 0.00 S) 79 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 12,200.00 644.000 644.00 S) 80 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 3,885.00 105.000 157.50 S) (BROKEN 12-3) 81 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 34,800.00 607.000 1,821.00 S) 82 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 20,200.00 1,676.000 3,352.00 S) (BROKEN 17-7) 83 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 7,110.00 0.000 0.00 S) 84 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 4.0000 480.00 0.000 0.00 S) TYPE C) 85 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 4.0000 800.00 96.000 384.00 S) TYPE D) 86 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 3.0000 4,350.00 64.000 192.00 S) TYPE G) 87 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 3.0000 1,800.00 0.000 0.00 S) TYPE H) 88 LIGHTING (CITY STREET) LS 100,000.0000 100,000.00 0.312 31,200.00 S) 89 LIGHTING (PARKING LOT) LS 175,000.0000 175,000.00 0.145 25,375.00 S) 90 LIGHTING AND SIGN ILLUMINATION LS 415,000.0000 415,000.00 0.002 830.00 0.510 211,650.00 S) 91 LIGHTING AND SIGN ILLUMINATION LS 1500,000.0000 1,500,000.00 0.703 1,054,500.00 S) (STAGE CONSTRUCTION) 92 ELECTRIC SERVICE (IRRIGATION) LS 30,000.0000 30,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 12 DATE 06/16/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 05:07 PM ESTIMATE NO. 30 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/05 R.E. NAME: DEANNA VILCHECK DATE OF THIS ESTIMATE 06/16/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 93 TRAFFIC OPERATIONS SYSTEM LS 550,000.0000 550,000.00 0.005 2,750.00 0.432 237,600.00 S) 94 MICROWAVE VEHICLE DETECTION SENSOR EA 11,200.0000 280,000.00 0.000 0.00 S) (MVDS) TYPE A 95 MICROWAVE VEHICLE DETECTION SENSOR EA 9,200.0000 46,000.00 0.000 0.00 S) (MVDS) TYPE B 96 TRAFFIC OPERATIONS SYSTEM LS 600,000.0000 600,000.00 0.017 10,200.00 0.222 133,200.00 S) (STAGE CONSTRUCTION) 97 CAMERA UNIT EA 7,500.0000 7,500.00 0.000 0.00 S) 98 PAN/TILT UNIT EA 1,500.0000 1,500.00 0.000 0.00 S) 99 SIGNAL & LIGHTING (CITY STREET) MODIFY LS 60,000.0000 60,000.00 0.376 22,560.00 S) LOCATION 1 00 SIGNAL & LIGHTING (CITY STREET) MODIFY LS 90,000.0000 90,000.00 0.012 1,080.00 0.769 69,210.00 S) LOCATION 2 01 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 02 BRIDGE REMOVAL (PORTION), LOCATION P LS 100,000.0000 100,000.00 1.000 100,000.00 03 REFINISH BRIDGE DECK SQFT 15.0000 12,510.00 354.000 5,310.00 04 ISOLATION JOINT CASING EA 142,600.0000 1,711,200.00 0.000 0.00 05 PERMEABLE MATERIAL (BRIDGE) CY 50.0000 14,250.00 0.000 0.00 06 8" PERFORATED STEEL PIPE UNDERDRAIN LF 27.0000 16,200.00 0.000 0.00 (0.064" THICK) 07 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 08 STRUCTURE EXCAVATION (TYPE DRH) CY 579.0000 10,422.00 0.000 0.00 09 NEOPRENE JOINT SEAL LF 20.0000 1,620.00 0.000 0.00 10 FURNISH POLYESTER CONCRETE CF 25.0000 675.00 0.000 0.00 11 PLACE POLYESTER CONCRETE SQFT 15.0000 2,430.00 0.000 0.00 PROGRAM CAS145 PAGE 13 DATE 06/16/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 05:07 PM ESTIMATE NO. 30 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/05 R.E. NAME: DEANNA VILCHECK DATE OF THIS ESTIMATE 06/16/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,364,036.69 67,892,076.22 ADJUSTMENT OF COMPENSATION -82,822.85 8,131,308.32 EXTRA WORK 1,517,572.28 5,173,040.37 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,798,786.12 81,196,424.91 12 MOBILIZATION LS 8000,000.0000 18,000,000.00 0.050 900,000.00 1.000 18,000,000.00 ORIGINAL CONTRACT AMOUNT 177,878,840.40 TOTAL WORK COMPLETED 4,698,786.12 99,196,424.91 MATERIALS ON HAND ON SITE 7,019,297.55 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -20,605.80 -252,315.96 TOTAL 4,678,180.32 105,963,406.50 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 312 MOBILIZATION 17,787,884.04 18,000,000.00 212,115.96 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 06/16/03 1824 06/07/03 06/07/03 06/03/08 745 0 0 0 51% 41% PROGRESS IS SATISFACTORY DEANNA VILCHECK RESIDENT ENGINEER PROGRAM CAS145 DATE 06/16/05