PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 01/22/08 EST. NO.73 TIME 02:10 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 0359-1 -214.34 E.W. @ F.A.(+) 101804 Y 0782.1 DAO CORRECTING ENTRY 5805 86.33 031105 Y 2271.0 6235 802.23 122205 Y 3843.0 6367 384.23 020606 Y 3990.0 6375 558.52 021806 Y 4003.0 6405 1,164.36 030306 Y 4047.0 6556 122.64 111606 Y 4203.0 6693 762.24 011807 Y 4421.0 6868 749.11 062207 Y 4788.0 6869 227.31 062207 Y 4789.0 6926 770.74 062807 Y 4912.0 6966-1 -126.41 022707 Y 5005.0 DAO CORRECTING ENTRY 6966-2 111.52 022707 Y 5005.0 DAO CORRECTING ENTRY 6999 1,112.15 030807 Y 5070.0 7031 227.31 041707 Y 5115.0 7072 366.87 092807 Y 5230.0 7086 207.42 091607 Y 5244.0 7140 44.76 022607 Y 5440.0 003 0036 22.15 E.W. @ F.A.(+) 110807 Y 5397.0 0037 600.00 110807 Y 5428.0 005 0013 7,825.55 E.W. @ F.A.(+) 122007 Y 5515.0 013 8109 214.00 E.W. @ F.A.(+) 120106 Y 4805.0 8148 149.80 121907 Y 5533.0 8149 128.40 121107 Y 5534.0 8149-1 -128.40 121107 Y 5534.0 DAO CORRECTING ENTRY 8149-2 128.40 121107 Y 5534.0 DAO CORRECTING ENTRY 8150 128.40 120807 Y 5535.0 8150-1 -128.40 120807 Y 5535.0 DAO CORRECTING ENTRY 8150-2 128.40 120807 Y 5535.0 DAO CORRECTING ENTRY 8151 214.00 120607 Y 5536.0 8152 214.00 120107 Y 5537.0 8154 128.40 102707 Y 5539.0 8155 214.00 102507 Y 5540.0 8156 214.00 102507 Y 5541.0 8157 278.20 071107 Y 5542.0 8158 214.00 060107 Y 5543.0 8158-1 -214.00 060107 Y 5543.0 DAO CORRECTING ENTRY 8158-2 214.00 060107 Y 5543.0 DAO CORRECTING ENTRY 8159 214.00 010107 Y 5544.0 8159-1 -214.00 010107 Y 5544.0 DAO CORRECTING ENTRY 8159-2 214.00 010107 Y 5544.0 DAO CORRECTING ENTRY 8162 321.00 090206 Y 5547.0 8163 428.00 070106 Y 5548.0 8164 128.40 060806 Y 5549.0 8166 428.00 010106 Y 5551.0 8167 214.00 040105 Y 5552.0 8168 214.00 040105 Y 5553.0 8169 214.00 030105 Y 5554.0 8170 214.00 030105 Y 5555.0 8171 171.20 011705 Y 5556.0 8171-1 -171.20 011705 Y 5556.0 DAO CORRECTING ENTRY PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 01/22/08 EST. NO.73 TIME 02:10 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 --------------------------------------------------------------------------- 8171-2 171.20 011705 Y 5556.0 DAO CORRECTING ENTRY 8173 128.40 011604 Y 5558.0 8174 535.00 011204 Y 5559.0 026 0103 2,752.11 E.W. @ F.A.(+) 012606 N 2104.0 5011 766.22 101907 N 5384.0 5012 1,295.18 110807 N 5415.0 5013 2,345.73 111207 N 5422.0 5014 564.91 111507 N 5423.0 5016 1,099.36 111607 N 5425.0 5017 642.62 111607 N 5426.0 5019 715.13 120307 N 5586.0 5022 826.38 120607 N 5589.0 5023 1,271.12 120707 N 5590.0 5024 413.19 120707 N 5591.0 032 0029-1 -1,110.07 E.W. @ F.A.(+) 083005 Y 1758.0 DAO CORRECTING ENTRY 0029-2 1,056.37 083005 Y 1758.0 DAO CORRECTING ENTRY 037 0056 -192,180.00 A.C. @ U.P.(-) 121807 N 56 0 0057 -198,586.00 011808 N 57 0 057 0019 213.33 E.W. @ F.A.(+) 122707 Y 5580.0 060 0107 683.92 E.W. @ F.A.(+) 081006 Y 3484.0 6507 1,401.33 082506 Y 5394.0 6510 125.04 032007 Y 5438.0 6515 2,550.70 030607 Y 5502.0 6517 559.57 031607 Y 5504.0 6518 6,673.11 031507 Y 5505.0 6519 4,154.16 031407 Y 5506.0 6520 4,880.18 031307 Y 5507.0 6522 480.15 030107 Y 5509.0 6524 480.15 031907 Y 5511.0 6525 239.30 031907 Y 5512.0 6526 3,186.66 030707 Y 5501.0 6527 2,229.98 120307 Y 5521.0 6528 2,312.71 113007 Y 5522.0 6529 960.31 112907 Y 5523.0 6530 2,229.98 120407 Y 5524.0 6531 2,229.98 120507 Y 5525.0 6532 2,229.98 120707 Y 5526.0 6533 2,229.98 120607 Y 5527.0 6534 2,229.98 121007 Y 5528.0 6535 2,147.26 121107 Y 5529.0 093 0006 2,349.29 E.W. @ F.A.(+) 020205 Y 1084.0 138 0544 1,449.80 E.W. @ F.A.(+) 041207 Y 4863.0 0579 1,995.25 102507 Y 5610.0 0590 359.33 102907 Y 5622.0 0591 284.42 103007 Y 5623.0 204 0010-1 -3,556.97 E.W. @ F.A.(+) 090507 Y 5174.0 DAO CORRECTING ENTRY 0010-2 3,489.79 090507 Y 5174.0 DAO CORRECTING ENTRY 0024 607.95 100207 Y 5433.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 01/22/08 EST. NO.73 TIME 02:10 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 --------------------------------------------------------------------------- -305,609.24 TOTAL THIS ESTIMATE 66,085,487.49 TOTAL PREVIOUS ESTIMATE 65,779,878.25 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 01/22/08 EST. NO.73 TIME 02:10 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 ADM ON PILE 4U-5 -13,461.00 36 MISS CONCRETE CERTS -38,374.00 38 RETURN OF EST36 DEDU 13,461.00 38 FAIL CONC. CYLINDERS -3,015.00 39 ITEM144/90"CIDH(E37) -4,148.00 47 ITEM141-60" PILE -490.06 49 ITEM 143-0126R/L P#1 -12,542.00 50 INSP OF ITEM 222 -24,520.08 72 INSP OF ITEM 225 -5,000.00 72 INSP OF 200,206-213 -10,000.00 72 0.00 -98,289.14 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 CURRENT EST LCV -10,000.00 32 RETURN EST #18 LCV 10,000.00 32 RETURN EST #26 LCV 10,000.00 32 LABOR COMPLIANCE -10,000.00 33 RELEASE EST. 30 & 32 20,000.00 37 PER ST 1TTR 2018 -10,000.00 38 RTN LCV FOR EST. 33 10,000.00 40 RTN LCV FRO EST #15 10,000.00 41 RELESE FROM EST #38 10,000.00 42 LABOR COMPL DEDUCT -10,000.00 54 LCV LETTER 2580 -10,000.00 57 LCV ON EST 59 -10,000.00 59 LCV ON ESTIMATE #62 10,000.00 62 STL 2684 CORRECTION -10,000.00 63 STL 2684 NEW ISSUE -10,000.00 63 RTN LCV FROM EST 59 10,000.00 69 RTN LCV FROM EST 57 10,000.00 70 RTN LCV PP63 STL2684 10,000.00 71 STL 2783 -10,000.00 71 0.00 -20,000.00 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 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 01/22/08 EST. NO.73 TIME 02:10 PM R.E. NAME: DEANNA VILCHECK 04-0435V4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEM NO. 312 -10,605.80 30 0.00 -212,115.96 TOTAL DEDUCTIONS 0.00 -330,405.10 PROGRAM CAS145 PAGE 1 DATE 01/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 02:10 PM ESTIMATE NO. 73 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 01/20/08 R.E. NAME: DEANNA VILCHECK DATE OF THIS ESTIMATE 01/22/08 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 0.895 223,750.00 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 0.932 428,720.00 04 ELECTRONIC MOBILE DAILY DIARY SYSTEM LS 85,000.0000 85,000.00 1.000 85,000.00 DATA DELIVERY 05 PROGRESS SCHEDULE (CRITICAL PATH) LS 300,000.0000 300,000.00 0.014 4,200.00 0.900 270,000.00 06 TIME-RELATED OVERHEAD WDAY 21,000.0000 38,304,000.00 31.000 651,000.00 1,689.000 35,469,000.00 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 0.900 782,100.00 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 0.941 100,687.00 S) 12 TEMPORARY SILT FENCE LF 26.0000 46,800.00 803.000 20,878.00 S) 13 TEMPORARY SILT FENCE FABRIC ALONG LF 6.5000 94,900.00 8,195.000 53,267.50 S) CHAIN LINK FENCE 14 TEMPORARY ROCK BAG BARRIER LF 0.7500 10,950.00 8,225.500 6,169.13 S) 15 TEMPORARY COVER SQYD 7.5000 18,750.00 30,503.400 228,775.50 S) 16 TEMPORARY DRAINAGE INLET PROTECTION EA 610.0000 53,070.00 30.000 18,300.00 S) 17 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,600.0000 75,600.00 19.000 68,400.00 S) 18 TEMPORARY ENTRANCE/EXIT EA 2,000.0000 84,000.00 2.000 4,000.00 24.000 48,000.00 S) 19 CONSTRUCTION AREA SIGNS LS 641,000.0000 641,000.00 0.986 632,026.00 S) 20 TRAFFIC CONTROL SYSTEM LS 1727,000.0000 1,727,000.00 0.010 17,270.00 0.962 1,661,374.00 S) 21 TYPE III BARRICADE EA 650.0000 8,450.00 56.000 36,400.00 S) 22 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.0000 7,340.00 5,610.000 11,220.00 S) PROGRAM CAS145 PAGE 2 DATE 01/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 02:10 PM ESTIMATE NO. 73 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 01/20/08 R.E. NAME: DEANNA VILCHECK DATE OF THIS ESTIMATE 01/22/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 22,902.000 68,706.00 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 1,191.000 4,764.00 S) (RETROREFLECTIVE-SPECIAL TYPE G) 27 TEMPORARY PAVEMENT MARKER EA 5.0000 2,250.00 315.000 1,575.00 S) (RETROREFLECTIVE-SPECIAL TYPE H) 28 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 10,925.00 28,472.500 7,118.13 S) 29 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 6,600.00 22.000 660.00 619.000 18,570.00 S) 30 TEMPORARY CHAIN LINK FENCE (TYPE CL-6) LF 8.0000 32,160.00 8,329.000 66,632.00 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 40.000 760.00 37,000.000 703,000.00 S) 34 TEMPORARY CRASH CUSHION MODULE EA 266.0000 164,920.00 593.000 157,738.00 S) 35 TEMPORARY TRAFFIC SCREEN LF 4.7000 137,240.00 23,250.000 109,275.00 S) 36 PIN COLUMN LS 20,000.0000 20,000.00 0.000 0.00 37 ABANDON CULVERT EA 560.0000 25,200.00 25.000 14,000.00 38 ABANDON INLET EA 1,200.0000 2,400.00 2.000 2,400.00 39 ABANDON MANHOLE EA 1,200.0000 3,600.00 3.000 3,600.00 40 REMOVE CHAIN LINK FENCE LF 4.0000 27,760.00 6,194.500 24,778.00 41 REMOVE GATE EA 300.0000 3,300.00 11.000 3,300.00 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 44.000 15,400.00 47 REMOVE SIGN STRUCTURE EA 4,000.0000 36,000.00 9.000 36,000.00 48 REMOVE ASPHALT CONCRETE CY 51.0000 10,710.00 1,145.200 58,405.20 49 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 5,550.00 486.000 2,430.00 PROGRAM CAS145 PAGE 3 DATE 01/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 02:10 PM ESTIMATE NO. 73 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 01/20/08 R.E. NAME: DEANNA VILCHECK DATE OF THIS ESTIMATE 01/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CULVERT LF 41.0000 9,020.00 200.000 8,200.00 51 REMOVE INLET EA 1,100.0000 37,400.00 13.000 14,300.00 52 REMOVE SAN FRANCISCO MANHOLE EA 1,900.0000 1,900.00 1.000 1,900.00 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 1,388.000 11,381.60 S) 55 REMOVE CONCRETE CY 56.0000 52,640.00 852.880 47,761.28 56 REMOVE CONCRETE BARRIER LF 10.0000 61,000.00 3,630.000 36,300.00 57 REMOVE CONCRETE BARRIER (TYPE K) LF 17.0000 12,920.00 700.000 11,900.00 58 REMOVE CRASH CUSHION EA 2,000.0000 14,000.00 7.000 14,000.00 59 REMOVE CRASH CUSHION (SAND FILLED) EA 182.0000 6,916.00 33.000 6,006.00 60 BRIDGE REMOVAL, LOCATION A LS 3500,000.0000 3,500,000.00 1.000 3,500,000.00 61 BRIDGE REMOVAL, LOCATION B LS 600,000.0000 600,000.00 1.000 600,000.00 62 BRIDGE REMOVAL, LOCATION C LS 200,000.0000 200,000.00 1.000 200,000.00 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 1.000 600,000.00 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 1.000 100,000.00 67 BRIDGE REMOVAL, LOCATION H LS 150,000.0000 150,000.00 1.000 150,000.00 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 1.000 100,000.00 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 1.000 1,750,000.00 72 BRIDGE REMOVAL, LOCATION M (STAGE 3) LS 1000,000.0000 1,000,000.00 1.000 1,000,000.00 73 BRIDGE REMOVAL,LOCATION M (STAGE 4) LS 1000,000.0000 1,000,000.00 1.000 1,000,000.00 74 BRIDGE REMOVAL, LOCATION M (STAGE 5) LS 2000,000.0000 2,000,000.00 0.980 1,960,000.00 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 01/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 02:10 PM ESTIMATE NO. 73 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 01/20/08 R.E. NAME: DEANNA VILCHECK DATE OF THIS ESTIMATE 01/22/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 78 BRIDGE REMOVAL (PORTION), LOCATION L LS 500,000.0000 500,000.00 0.980 490,000.00 79 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 0.050 1,250.00 1.000 25,000.00 80 ROADWAY EXCAVATION (TYPE NH) CY 79.5000 458,715.00 746.000 59,307.00 5,169.670 410,988.77 81 ROADWAY EXCAVATION (TYPE NRH) CY 86.6000 803,648.00 60.000 5,196.00 5,947.130 515,021.46 82 ROADWAY EXCAVATION (TYPE RH) CY 280.0000 280,000.00 941.000 263,480.00 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 2,560.000 33,280.00 85 STRUCTURE EXCAVATION, TYPE NH CY 170.0000 88,060.00 601.620 102,275.40 F) 86 STRUCTURE EXCAVATION, TYPE NH CY 51.0000 15,300.00 720.000 36,720.00 RETAINING WALL 87 STRUCTURE EXCAVATION, TYPE DNH CY 61.0000 6,222.00 102.000 6,222.00 F) RETAINING WALL 88 STRUCTURE EXCAVATION (RETAINING WALL CY 129.0000 55,470.00 145.400 18,756.60 TYPE NRH) 89 STRUCTURE EXCAVATION, TYPE NRH CY 230.0000 310,040.00 1,308.810 301,026.30 F) 90 STRUCTURE EXCAVATION, TYPE DNRH CY 314.0000 1,664,514.00 2,866.500 900,081.00 F) 91 STRUCTURE EXCAVATION, TYPE DNH CY 53.0000 202,513.00 3,701.000 196,153.00 F) 92 STRUCTURE EXCAVATION, TYPE RH CY 1,050.0000 165,900.00 149.200 156,660.00 F) 93 STRUCTURE EXCAVATION, TYPE DNRH CY 2,600.0000 135,200.00 52.000 135,200.00 F) RETAINING WALL 94 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 392.0000 168,560.00 430.000 168,560.00 F) TYPE DNRH 95 STRUCTURE EXCAVATION (16"-42") PILING CY 89.0000 183,785.00 2,065.000 183,785.00 F) TYPE DNH 96 STRUCTURE EXCAVATION (60"-84") PILING CY 90.0000 628,740.00 6,949.540 625,458.60 F) TYPE DNH 97 STRUCTURE EXCAVATION (90"-108") PILING CY 89.5000 1,030,503.00 11,444.850 1,024,314.08 F) TYPE DNH 98 STRUCTURE EXCAVATION (16"-42") PILING CY 199.0000 32,238.00 162.000 32,238.00 F) TYPE DNRH 99 STRUCTURE EXCAVATION (60"-84") PILING CY 366.0000 404,796.00 797.000 291,702.00 F) TYPE DNRH 00 STRUCTURE EXCAVATION (90"-108") PILING CY 379.0000 326,698.00 840.240 318,450.96 F) TYPE DNRH 01 STRUCTURE EXCAVATION (60"-84") PILING CY 2,250.0000 9,000.00 4.000 9,000.00 F) TYPE DRH 02 STRUCTURE BACKFILL (BRIDGE) CY 95.0000 495,330.00 3,520.640 334,460.80 F) 03 STRUCTURE BACKFILL (RETAINING WALL) CY 53.0000 55,385.00 816.000 43,248.00 F) PROGRAM CAS145 PAGE 5 DATE 01/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 02:10 PM ESTIMATE NO. 73 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 01/20/08 R.E. NAME: DEANNA VILCHECK DATE OF THIS ESTIMATE 01/22/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 33.000 7,128.00 WALL) 05 SAND BACKFILL CY 568.0000 31,240.00 55.000 31,240.00 06 LEAN CONCRETE BACKFILL CY 684.0000 99,180.00 135.000 92,340.00 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 2,647.000 397,050.00 F) 10 EARTH RETAINING STRUCTURE, LOCATION B SQFT 150.0000 427,500.00 2,850.000 427,500.00 F) 11 EARTH RETAINING STRUCTURE, LOCATION C SQFT 150.0000 759,000.00 1,200.000 180,000.00 2,074.000 311,100.00 F) 12 IMPORTED BORROW CY 16.0000 107,360.00 4,000.000 64,000.00 13 LIGHTWEIGHT EMBANKMENT MATERIAL CY 205.0000 184,500.00 824.000 168,920.00 (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 1,600.000 3,200.00 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 18,240.00 300.000 9,600.00 S) POLYETHYLENE PIPE CONDUIT 26 10" CORRUGATED HIGH DENSITY LF 39.0000 7,020.00 100.000 3,900.00 S) POLYETHYLENE PIPE CONDUIT 27 CLASS 4 AGGREGATE SUBBASE CY 44.0000 342,320.00 2,386.550 105,008.20 28 CLASS 3 AGGREGATE BASE CY 62.0000 323,640.00 1,735.670 107,611.54 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 6,751.710 546,888.51 PROGRAM CAS145 PAGE 6 DATE 01/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 02:10 PM ESTIMATE NO. 73 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 01/20/08 R.E. NAME: DEANNA VILCHECK DATE OF THIS ESTIMATE 01/22/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,190.00 383.020 1,149.06 34 PLACE ASPHALT CONCRETE DIKE (TYPE F) LF 3.0000 1,500.00 505.500 1,516.50 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 17,970.00 391.000 11,730.00 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 3,559.500 1,779,750.00 S) 40 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 165.0000 475,695.00 2,983.950 492,351.75 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 1,930.500 965,250.00 S) 43 84" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 740.0000 2,292,520.00 3,121.000 2,309,540.00 S) 44 90" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 870.0000 3,206,820.00 3,652.000 3,177,240.00 S) 45 96" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,000.0000 2,887,000.00 2,673.200 2,673,200.00 S) 46 108" CAST-IN-DRILLED-HOLE CONCRETE LF 1,500.0000 615,000.00 323.000 484,500.00 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 357,944.00 628.500 507,828.00 S) PILING (ROCK SOCKET) 49 84" CAST-IN-DRILLED-HOLE CONCRETE LF 1,093.0000 91,812.00 108.500 118,590.50 S) PILING (ROCK SOCKET) 50 90" CAST-IN-DRILLED-HOLE CONCRETE LF 1,264.0000 350,128.00 310.500 392,472.00 S) PILING (ROCK SOCKET) 51 96" CAST-IN-DRILLED-HOLE CONCRETE LF 1,412.0000 1,486,836.00 1,199.000 1,692,988.00 S) PILING (ROCK SOCKET) 52 108" CAST-IN-DRILLED-HOLE CONCRETE LF 1,798.0000 1,569,654.00 949.000 1,706,302.00 S) PILING (ROCK SOCKET) 53 36" CAST-IN-DRILLED-HOLE CONCRETE LF 215.0000 10,750.00 50.000 10,750.00 S) PILING (ROCK SOCKET) 54 36" PERMANENT STEEL CASING LF 200.0000 350,000.00 5,938.080 1,187,616.00 S) 55 42" PERMANENT STEEL CASING LF 240.0000 124,800.00 506.800 121,632.00 S) 56 90" PERMANENT STEEL CASING LF 600.0000 758,400.00 1,264.000 758,400.00 S) 57 96" PERMANENT STEEL CASING LF 800.0000 998,400.00 1,248.000 998,400.00 S) PROGRAM CAS145 PAGE 7 DATE 01/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 02:10 PM ESTIMATE NO. 73 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 01/20/08 R.E. NAME: DEANNA VILCHECK DATE OF THIS ESTIMATE 01/22/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,575.120 128,756.00 CONCRETE PILING 63 DRIVE 36" CAST-IN-STEEL SHELL CONCRETE EA 5,500.0000 192,500.00 35.000 192,500.00 S) PILE 64 PRESTRESSING CAST-IN-PLACE CONCRETE LS 2200,000.0000 2,200,000.00 0.002 4,400.00 0.741 1,630,200.00 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 1.000 43,000.00 S) 67 PRESTRESSING (LOCATION C) LS 589,000.0000 589,000.00 1.000 589,000.00 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 1.000 30,000.00 71 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 229.0000 542,501.00 1,761.450 403,372.05 F) 72 STRUCTURAL CONCRETE, BRIDGE CY 378.0000 26,205,228.00 1,980.000 748,440.00 60,073.520 22,707,790.56 F) 73 STRUCTURAL CONCRETE, RETAINING WALL CY 437.0000 265,696.00 497.500 217,407.50 F) 74 STRUCTURAL CONCRETE, APPROACH SLAB CY 441.0000 128,331.00 158.000 69,678.00 F) (TYPE N) 75 CLASS B CONCRETE (BACKFILL) CY 147.0000 49,980.00 150.000 22,050.00 76 CLASS D CONCRETE (BACKFILL) CY 129.0000 8,256.00 34.000 4,386.00 59.000 7,611.00 77 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 147,750.00 8.850 13,275.00 58.850 88,275.00 F) 78 SAN FRANCISCO MANHOLE EA 5,700.0000 17,100.00 2.000 11,400.00 S) 79 SAN FRANCISCO STORM WATER INLET EA 3,000.0000 6,000.00 2.000 6,000.00 S) 80 ARCHITECTURAL SURFACE (FIRST STREET SQFT 128.0000 353,280.00 320.000 40,960.00 320.000 40,960.00 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 4,419.180 44,191.80 PROGRAM CAS145 PAGE 8 DATE 01/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 02:10 PM ESTIMATE NO. 73 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 01/20/08 R.E. NAME: DEANNA VILCHECK DATE OF THIS ESTIMATE 01/22/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,849.000 46,225.00 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 1.000 170,000.00 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 42.470 7,687.07 S) 91 CORE CONCRETE (3 1/2") LF 30.0000 21,150.00 745.450 22,363.50 S) 92 CORE CONCRETE (5") LF 100.0000 400.00 0.000 0.00 S) 93 CORE CONCRETE (1") & PRESSURE LF 60.0000 7,200.00 151.750 9,105.00 S) GROUT DOWEL 94 CORE CONCRETE (1 1/2") LF 30.0000 19,050.00 350.000 10,500.00 S) 95 CORE CONCRETE (1 1/2") & PRESSURE LF 33.0000 52,206.00 1,659.000 54,747.00 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 2,329.810 69,894.30 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 56.000 176,400.00 115.000 362,250.00 S) 01 GROUT CY 500.0000 26,000.00 14.060 7,030.00 02 JOINT SEAL (MR 1/2") LF 26.0000 8,528.00 175.500 4,563.00 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 60.000 3,600.00 S) 06 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 120.0000 8,040.00 62.500 7,500.00 S) 07 JOINT SEAL ASSEMBLY (MR 3") LF 120.0000 26,280.00 267.500 32,100.00 S) 08 JOINT SEAL ASSEMBLY (MR 3 1/2") LF 185.0000 36,075.00 38.500 7,122.50 S) 09 JOINT SEAL ASSEMBLY (MR 4") LF 150.0000 14,400.00 72.000 10,800.00 S) 10 JOINT SEAL ASSEMBLY (MR 4 1/2") LF 188.0000 98,700.00 196.900 37,017.20 S) 11 JOINT SEAL ASSEMBLY (MR 5") LF 410.0000 78,310.00 112.500 46,125.00 S) PROGRAM CAS145 PAGE 9 DATE 01/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 02:10 PM ESTIMATE NO. 73 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 01/20/08 R.E. NAME: DEANNA VILCHECK DATE OF THIS ESTIMATE 01/22/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 83,720.00 148.800 68,448.00 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 15,767,950.00 650,615.000 325,307.50 28,808,201.510 14,404,100.76 SF) 17 BAR REINFORCING STEEL (RETAINING WALL) LB 0.6000 25,695.60 44,719.000 26,831.40 SF) 18 HEADED BAR REINFORCEMENT EA 3.0000 114,108.00 38,057.000 114,171.00 SF) 19 SHOTCRETE CY 534.0000 29,370.00 0.000 0.00 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 37,889.000 151,556.00 205,352.000 821,408.00 SF) 22 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.9700 3,126,981.00 1,532,505.000 3,019,034.85 SF) 23 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.2300 365,079.00 1,528,505.000 351,556.15 SF) 24 ISOLATION CASING LB 3.8100 1,525,143.00 410,733.000 1,564,892.73 SF) 25 FURNISH SIGN STRUCTURE (TRUSS) LB 2.5000 321,475.00 60,582.000 151,455.00 F) 26 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 64,295.00 60,582.000 30,291.00 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 12.000 66,000.00 F) 34 CLEAN AND PAINT STRUCTURAL STEEL LS 750,000.0000 750,000.00 0.700 525,000.00 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 150,290.00 374.000 42,262.00 574.000 64,862.00 38 18" ALTERNATIVE PIPE CULVERT LF 192.0000 458,880.00 667.000 128,064.00 PROGRAM CAS145 PAGE 10 DATE 01/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 02:10 PM ESTIMATE NO. 73 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 01/20/08 R.E. NAME: DEANNA VILCHECK DATE OF THIS ESTIMATE 01/22/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 10.000 950.00 (.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 15,810.00 200.000 18,600.00 44 10" VITRIFIED CLAY PIPE LF 205.0000 16,810.00 30.000 6,150.00 S) 45 12" VITRIFIED CLAY PIPE LF 191.0000 18,336.00 66.000 12,606.00 S) 46 18" VITRIFIED CLAY PIPE LF 260.0000 67,600.00 158.000 41,080.00 210.000 54,600.00 S) 47 MINOR CONCRETE (DITCH LINING) CY 394.0000 25,216.00 0.000 0.00 48 MINOR CONCRETE (MISCELLANEOUS CY 315.0000 220,500.00 129.250 40,713.75 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 3,352.000 2,011.20 SF) 51 MISCELLANEOUS METAL LB 3.4000 266,900.00 57,884.660 196,807.84 SF)(RESTRAINER - PIPE TYPE) 52 MISCELLANEOUS METAL LB 6.2000 159,340.00 22,761.000 141,118.20 SF)(RESTRAINER - CABLE TYPE) 53 MISCELLANEOUS METAL (BRIDGE) LB 3.5000 2,166,766.00 6,419.000 22,466.50 552,786.930 1,934,754.26 SF) 54 BRIDGE DECK DRAINAGE SYSTEM LB 4.8000 402,672.00 5,963.000 28,622.40 51,299.900 246,239.52 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 90.000 720.00 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 15,600.00 200.000 4,000.00 S) 62 CONCRETE BARRIER (TYPE 27) LF 111.0000 65,157.00 426.000 47,286.00 F) 63 CONCRETE BARRIER (TYPE 27 MODIFIED) LF 41.0000 24,067.00 587.000 24,067.00 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 01/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 02:10 PM ESTIMATE NO. 73 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 01/20/08 R.E. NAME: DEANNA VILCHECK DATE OF THIS ESTIMATE 01/22/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 1,200.00 S) 67 CRASH CUSHION (ADIEM) EA 3,000.0000 36,000.00 6.000 18,000.00 S) 68 CONCRETE BARRIER (TYPE 60) LF 55.0000 237,600.00 1,597.000 87,835.00 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 102,450.00 150.000 11,250.00 F) 73 CONCRETE BARRIER (TYPE 732 MOD) LF 55.0000 1,408,935.00 14,065.000 773,575.00 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 12,597.00 275.000 15,675.00 SF) 77 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 19,150.00 2,700.000 1,350.00 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 1,133.000 1,133.00 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 34,800.00 989.000 2,967.00 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 7,110.00 150.000 450.00 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 4,350.00 128.000 384.00 S) TYPE G) 87 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 3.0000 1,800.00 8.000 24.00 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 0.525 91,875.00 S) 90 LIGHTING AND SIGN ILLUMINATION LS 415,000.0000 415,000.00 0.004 1,660.00 0.849 352,335.00 S) 91 LIGHTING AND SIGN ILLUMINATION LS 1500,000.0000 1,500,000.00 0.002 3,000.00 0.943 1,414,500.00 S) (STAGE CONSTRUCTION) 92 ELECTRIC SERVICE (IRRIGATION) LS 30,000.0000 30,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 12 DATE 01/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 02:10 PM ESTIMATE NO. 73 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 01/20/08 R.E. NAME: DEANNA VILCHECK DATE OF THIS ESTIMATE 01/22/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.003 1,650.00 0.818 449,900.00 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 0.797 478,200.00 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 0.910 81,900.00 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 41.000 2,050.00 91.000 4,550.00 06 8" PERFORATED STEEL PIPE UNDERDRAIN LF 27.0000 16,200.00 200.000 5,400.00 (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 18.000 10,422.00 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 01/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 02:10 PM ESTIMATE NO. 73 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 01/20/08 R.E. NAME: DEANNA VILCHECK DATE OF THIS ESTIMATE 01/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,544,547.40 139,244,862.34 ADJUSTMENT OF COMPENSATION -390,766.00 30,798,159.59 EXTRA WORK 85,156.76 34,981,718.66 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,238,938.16 205,024,740.59 12 MOBILIZATION LS 8000,000.0000 18,000,000.00 1.000 18,000,000.00 ORIGINAL CONTRACT AMOUNT 177,878,840.40 TOTAL WORK COMPLETED 2,238,938.16 223,024,740.59 MATERIALS ON HAND ON SITE 1,897,136.44 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -330,405.10 TOTAL 2,238,938.16 224,591,471.93 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 01/11/09 1741 0 52 0 90% 93% PROGRESS IS SATISFACTORY DEANNA VILCHECK RESIDENT ENGINEER PROGRAM CAS145 DATE 01/22/08