PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 02/26/09 EST. NO.90 TIME 01:27 PM R.E. NAME: OBEROI RAJESH 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 6066 293.99 E.W. @ F.A.(+) 070604 Y 3585.0 7665 465.05 110308 Y 7224.0 7666 465.05 110408 Y 7225.0 7667 465.05 110508 Y 7226.0 7668 465.05 110608 Y 7227.0 7669 465.05 110708 Y 7228.0 7670 465.05 111008 Y 7229.0 7671 465.05 111108 Y 7230.0 7672 465.05 111208 Y 7231.0 7673 465.05 111308 Y 7232.0 7674 465.05 111408 Y 7233.0 7676 370.57 111208 Y 7250.0 7677 465.05 111708 Y 7251.0 7678 465.05 111808 Y 7252.0 7679 465.05 111908 Y 7253.0 7680 465.05 112008 Y 7254.0 7681 465.05 112108 Y 7255.0 7682 465.05 112408 Y 7256.0 7683 465.05 112608 Y 7257.0 7684 769.74 111708 Y 7258.0 7703 1,085.02 060705 Y 7553.0 7705 685.57 092908 Y 7558.0 7717 466.50 120408 Y 7677.0 7718 232.53 120508 Y 7678.0 7719 465.05 120108 Y 7617.0 7720 541.22 120208 Y 7618.0 7721 541.22 120308 Y 7619.0 7722 465.05 120408 Y 7620.0 7723 465.05 120508 Y 7621.0 7724 465.05 120808 Y 7622.0 7725 465.05 120908 Y 7623.0 7726 465.05 121008 Y 7624.0 7727 465.05 121108 Y 7625.0 7728 465.05 121208 Y 7626.0 7729 465.05 121508 Y 7627.0 7730 465.05 121608 Y 7628.0 7731 465.05 121708 Y 7629.0 7732 465.05 121808 Y 7630.0 7733 465.05 121908 Y 7631.0 7734 465.05 122208 Y 7632.0 7735 465.05 122308 Y 7633.0 7736 465.05 122408 Y 7634.0 7737 465.05 122908 Y 7635.0 7738 465.05 123008 Y 7636.0 7739 465.05 123108 Y 7637.0 7740 465.05 010509 Y 7638.0 7741 465.05 010609 Y 7639.0 7742 465.05 010709 Y 7640.0 7752 235.42 123108 Y 7653.0 026 5077 1,550.16 E.W. @ F.A.(+) 102808 N 7127.0 5079 1,065.75 102708 N 7125.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 02/26/09 EST. NO.90 TIME 01:27 PM R.E. NAME: OBEROI RAJESH 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 --------------------------------------------------------------------------- 5124 2,493.22 010609 N 7679.0 5139 676.91 020309 N 7748.0 032 0096 851.61 E.W. @ F.A.(+) 082808 Y 7020.0 060 6706 4,697.88 E.W. @ F.A.(+) 032905 Y 7095.0 6764 4,714.33 120108 Y 7599.0 6765 7,447.44 011609 Y 7600.0 6768 16,198.08 100804 Y 7611.0 6769 570.13 030707 N 7332.0 6772 790.76 121508 Y 7668.0 6773 2,471.37 121708 Y 7669.0 6774 1,265.20 122908 Y 7655.0 6775 2,470.12 122208 Y 7657.0 6776 1,654.60 122308 Y 7658.0 079 0504 5,398.44 E.W. @ F.A.(+) 073108 Y 7074.0 0513 916.06 121908 Y 7664.0 0514 1,958.43 010209 Y 7665.0 0515 697.57 010509 Y 7666.0 0516 796.32 121508 Y 7667.0 0517 139.81 121708 Y 7670.0 0518 292.10 121108 Y 7672.0 0520 389.40 120108 Y 7675.0 0521 408.37 120508 Y 7676.0 0522 698.93 122908 Y 7654.0 0523 279.62 122208 Y 7656.0 0525 819.45 103108 Y 7689.0 0527 816.73 102808 Y 7691.0 082 5004 3,103.25 E.W. @ L.S.(+) 021809 N 5004 0 5005 3,103.25 022609 N 5005 0 093 0011 1,444.19 E.W. @ F.A.(+) 120104 N 7710.0 0016 972.35 021405 N 7715.0 102 5009 1,925.59 E.W. @ F.A.(+) 032105 Y 7390.0 119 5006 10,740.00 E.W. @ L.S.(+) 022609 N 5006 0 131 0004 32,116.01 A.C. @ U.P.(+) 021909 N 5004 0 0005 183,545.83 021909 N 5005 0 139 5006 40,514.00 E.W. @ L.S.(+) 021809 N 5006 0 5007 -198,586.00 A.C. @ L.S.(-) 021909 N 5007 0 147 5097 252.10 E.W. @ F.A.(+) 120106 N 7347.0 5099 1,724.20 032405 Y 7355.0 5104 154.21 011508 N 6083.0 5105 125.86 011608 N 6084.0 5106 623.33 011908 N 6085.0 5108 210.37 071106 Y 7316.0 149 5014 266,950.00 A.C. @ L.S.(+) 021809 N 5014 0 5015 133,050.00 E.W. @ L.S.(+) 021809 N 5015 0 230 0001 228,080.00 A.C. @ L.S.(+) 021809 N 5001 0 0002 211,680.00 E.W. @ L.S.(+) 021809 N 5002 0 232 5003 1,152.02 E.W. @ L.S.(+) 022609 N 5003 0 245 0007 9,431.65 E.W. @ L.S.(+) 021809 N 5007 0 249 0014 19,049.25 E.W. @ F.A.(+) 062307 Y 7701.0 253 5004 30,547.00 E.W. @ L.S.(+) 021809 N 5004 0 261 0002 19,961.00 E.W. @ U.P (+) 020409 N 5002 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 02/26/09 EST. NO.90 TIME 01:27 PM R.E. NAME: OBEROI RAJESH 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 --------------------------------------------------------------------------- 288 0001 66,018.00 E.W. @ L.S.(+) 022609 N 5001 0 299 0001 38,494.00 A.C. @ L.S.(+) 022609 N 5001 0 305 0007 22,500.00 E.W. @ L.S.(+) 022609 N 5007 0 313 0001 47,492.10 E.W. @ L.S.(+) 022609 N 5001 0 314 0001 324,880.00 E.W. @ L.S.(+) 022509 N 5001 0 0002 29,145.74 A.C. @ U.P.(+) 022509 N 5002 0 317 0001 62,410.00 E.W. @ L.S.(+) 021909 N 5001 0 0002 137,251.60 A.C. @ L.S.(+) 021909 N 5002 0 320 0001 5,350.00 A.C. @ L.S.(+) 022609 N 5001 0 1,821,298.42 TOTAL THIS ESTIMATE 83,023,249.40 TOTAL PREVIOUS ESTIMATE 84,844,547.82 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 02/26/09 EST. NO.90 TIME 01:27 PM R.E. NAME: OBEROI RAJESH 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 PILES ANOMALY -184,663.50 74 RTN 172-STRUC FR E38 38,374.00 74 REV DUP DED 10/15/06 12,542.25 75 0.00 -232,036.39 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 FOR STL2885 -10,000.00 75 LCV PER STE LTR 2991 -10,000.00 79 LCVPER STATE LETTER -10,000.00 83 PER ST LETTER 3099 -10,000.00 85 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 02/26/09 EST. NO.90 TIME 01:27 PM R.E. NAME: OBEROI RAJESH 04-0435V4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 0.00 -60,000.00 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 0.00 -212,115.96 TOTAL DEDUCTIONS 0.00 -504,152.35 PROGRAM CAS145 PAGE 1 DATE 02/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 01:27 PM ESTIMATE NO. 90 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 02/20/09 R.E. NAME: OBEROI RAJESH DATE OF THIS ESTIMATE 02/26/09 LOCATION RERUN PROGRESS ESTIMATE 04-SF-80-4.9/5.9 ----------------------- TUTOR-SALIBA CORP. IN THE CITY AND COUNTY OF 399 HARRISON STREET SAN FRANCISCO FROM FIFTH STREET TO SAN FRANCISCO, CA 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 1.000 250,000.00 FACILITIES 02 SEWER VIDEO SURVEY LS 66,000.0000 66,000.00 0.500 33,000.00 1.000 66,000.00 03 VIBRATION MONITORING LS 460,000.0000 460,000.00 1.000 460,000.00 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 1.000 300,000.00 06 TIME-RELATED OVERHEAD WDAY 21,000.0000 38,304,000.00 31.000 651,000.00 2,041.000 42,861,000.00 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 1.000 869,000.00 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 1.000 5,500.00 S) PREVENTION PLAN 11 WATER POLLUTION CONTROL LS 107,000.0000 107,000.00 1.000 107,000.00 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 8,725.500 6,544.13 S) 15 TEMPORARY COVER SQYD 7.5000 18,750.00 33.000 247.50 33,236.400 249,273.00 S) 16 TEMPORARY DRAINAGE INLET PROTECTION EA 610.0000 53,070.00 44.000 26,840.00 S) 17 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,600.0000 75,600.00 21.000 75,600.00 S) 18 TEMPORARY ENTRANCE/EXIT EA 2,000.0000 84,000.00 24.000 48,000.00 S) 19 CONSTRUCTION AREA SIGNS LS 641,000.0000 641,000.00 1.000 641,000.00 S) 20 TRAFFIC CONTROL SYSTEM LS 1727,000.0000 1,727,000.00 1.000 1,727,000.00 S) 21 TYPE III BARRICADE EA 650.0000 8,450.00 88.000 57,200.00 S) 22 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.0000 7,340.00 5,398.000 10,796.00 S) PROGRAM CAS145 PAGE 2 DATE 02/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 01:27 PM ESTIMATE NO. 90 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 02/20/09 R.E. NAME: OBEROI RAJESH DATE OF THIS ESTIMATE 02/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 11,031.000 33,093.00 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 2,250.00 253.000 1,265.00 S) (RETROREFLECTIVE-SPECIAL TYPE H) 28 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 10,925.00 24,907.000 6,226.75 S) 29 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 6,600.00 40.000 1,200.00 1,577.000 47,310.00 S) 30 TEMPORARY CHAIN LINK FENCE (TYPE CL-6) LF 8.0000 32,160.00 1,734.000 13,872.00 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 1,070.000 20,330.00 44,985.000 854,715.00 S) 34 TEMPORARY CRASH CUSHION MODULE EA 266.0000 164,920.00 11.000 2,926.00 669.000 177,954.00 S) 35 TEMPORARY TRAFFIC SCREEN LF 4.7000 137,240.00 90.000 423.00 26,240.000 123,328.00 S) 36 PIN COLUMN LS 20,000.0000 20,000.00 1.000 20,000.00 37 ABANDON CULVERT EA 560.0000 25,200.00 40.000 22,400.00 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 7,920.500 31,682.00 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 1,127.640 57,509.64 49 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 5,550.00 264.000 1,320.00 710.000 3,550.00 PROGRAM CAS145 PAGE 3 DATE 02/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 01:27 PM ESTIMATE NO. 90 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 02/20/09 R.E. NAME: OBEROI RAJESH DATE OF THIS ESTIMATE 02/26/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CULVERT LF 41.0000 9,020.00 218.000 8,938.00 51 REMOVE INLET EA 1,100.0000 37,400.00 36.000 39,600.00 52 REMOVE SAN FRANCISCO MANHOLE EA 1,900.0000 1,900.00 1.000 1,900.00 2.000 3,800.00 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 11,301.440 92,671.81 S) 55 REMOVE CONCRETE CY 56.0000 52,640.00 149.490 8,371.44 1,314.350 73,603.60 56 REMOVE CONCRETE BARRIER LF 10.0000 61,000.00 3,217.000 32,170.00 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 5.000 910.00 38.000 6,916.00 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 1.000 200,000.00 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 1.000 700,000.00 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 1.000 500,000.00 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 1.000 2,000,000.00 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 1.000 30,000.00 PROGRAM CAS145 PAGE 4 DATE 02/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 01:27 PM ESTIMATE NO. 90 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 02/20/09 R.E. NAME: OBEROI RAJESH DATE OF THIS ESTIMATE 02/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 500,000.00 79 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 1.000 25,000.00 80 ROADWAY EXCAVATION (TYPE NH) CY 79.5000 458,715.00 6,969.670 554,088.77 81 ROADWAY EXCAVATION (TYPE NRH) CY 86.6000 803,648.00 900.000 77,940.00 11,790.130 1,021,025.26 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 39.000 1,443.00 84 STRUCTURE EXCAVATION (UTILITY TRENCH) CY 13.0000 33,280.00 2,660.000 34,580.00 85 STRUCTURE EXCAVATION, TYPE NH CY 170.0000 88,060.00 608.000 103,360.00 F) 86 STRUCTURE EXCAVATION, TYPE NH CY 51.0000 15,300.00 905.000 46,155.00 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 55,470.00 286.400 36,945.60 TYPE NRH) 89 STRUCTURE EXCAVATION, TYPE NRH CY 230.0000 310,040.00 1,317.730 303,077.90 F) 90 STRUCTURE EXCAVATION, TYPE DNRH CY 314.0000 1,664,514.00 5,349.500 1,679,743.00 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 28.500 2,707.50 5,099.860 484,486.70 F) 03 STRUCTURE BACKFILL (RETAINING WALL) CY 53.0000 55,385.00 1,717.000 91,001.00 F) PROGRAM CAS145 PAGE 5 DATE 02/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 01:27 PM ESTIMATE NO. 90 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 02/20/09 R.E. NAME: OBEROI RAJESH DATE OF THIS ESTIMATE 02/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 63.000 13,608.00 WALL) 05 SAND BACKFILL CY 568.0000 31,240.00 55.000 31,240.00 06 LEAN CONCRETE BACKFILL CY 684.0000 99,180.00 157.600 107,798.40 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 51.000 6,273.00 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 5,434.000 815,100.00 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 1,875.000 3,750.00 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 18,240.00 545.000 17,440.00 S) POLYETHYLENE PIPE CONDUIT 26 10" CORRUGATED HIGH DENSITY LF 39.0000 7,020.00 75.000 2,925.00 250.000 9,750.00 S) POLYETHYLENE PIPE CONDUIT 27 CLASS 4 AGGREGATE SUBBASE CY 44.0000 342,320.00 6,137.670 270,057.48 28 CLASS 3 AGGREGATE BASE CY 62.0000 323,640.00 265.000 16,430.00 5,195.190 322,101.78 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 2,281.490 184,800.69 22,589.030 1,829,711.43 PROGRAM CAS145 PAGE 6 DATE 02/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 01:27 PM ESTIMATE NO. 90 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 02/20/09 R.E. NAME: OBEROI RAJESH DATE OF THIS ESTIMATE 02/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,290.00 165.000 495.00 225.000 675.00 33 PLACE ASPHALT CONCRETE DIKE (TYPE C) LF 3.0000 2,190.00 195.000 585.00 578.020 1,734.06 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 02/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 01:27 PM ESTIMATE NO. 90 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 02/20/09 R.E. NAME: OBEROI RAJESH DATE OF THIS ESTIMATE 02/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 2,200,000.00 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 1.000 10,200.00 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 2,679.000 613,491.00 F) 72 STRUCTURAL CONCRETE, BRIDGE CY 378.0000 26,205,228.00 52.880 19,988.64 67,603.110 25,553,975.58 F) 73 STRUCTURAL CONCRETE, RETAINING WALL CY 437.0000 265,696.00 809.000 353,533.00 F) 74 STRUCTURAL CONCRETE, APPROACH SLAB CY 441.0000 128,331.00 284.000 125,244.00 F) (TYPE N) 75 CLASS B CONCRETE (BACKFILL) CY 147.0000 49,980.00 604.080 88,799.76 76 CLASS D CONCRETE (BACKFILL) CY 129.0000 8,256.00 59.000 7,611.00 77 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 147,750.00 107.400 161,100.00 F) 78 SAN FRANCISCO MANHOLE EA 5,700.0000 17,100.00 3.000 17,100.00 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 353,280.00 460.000 58,880.00 3,080.000 394,240.00 RETAINING WALL) 81 ARCHITECTURAL SURFACE (RETAINING WALL SQFT 22.0000 6,600.00 335.000 7,370.00 NO. 2) 82 ARCHITECTURAL SURFACE (RETAINING WALL SQFT 10.0000 16,600.00 1,718.000 17,180.00 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 7,742.020 77,420.20 PROGRAM CAS145 PAGE 8 DATE 02/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 01:27 PM ESTIMATE NO. 90 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 02/20/09 R.E. NAME: OBEROI RAJESH DATE OF THIS ESTIMATE 02/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,278.000 31,950.00 86 ROCK ANCHOR EA 91.0000 5,096.00 56.000 5,096.00 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 9,900.00 120.000 10,800.00 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 10.000 1,000.00 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 1,708.000 56,364.00 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 10,260.00 115.000 10,350.00 S) 99 REPLACE BEARING EA 27,400.0000 54,800.00 0.000 0.00 00 PTFE SPHERICAL BEARING EA 3,150.0000 396,900.00 126.000 396,900.00 S) 01 GROUT CY 500.0000 26,000.00 15.060 7,530.00 02 JOINT SEAL (MR 1/2") LF 26.0000 8,528.00 296.500 7,709.00 03 JOINT SEAL (MR = 1") LF 28.0000 6,944.00 84.330 2,361.24 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 36,075.00 123.580 22,862.30 S) 09 JOINT SEAL ASSEMBLY (MR 4") LF 150.0000 14,400.00 158.500 23,775.00 S) 10 JOINT SEAL ASSEMBLY (MR 4 1/2") LF 188.0000 98,700.00 430.040 80,847.52 S) 11 JOINT SEAL ASSEMBLY (MR 5") LF 410.0000 78,310.00 188.350 77,223.50 S) PROGRAM CAS145 PAGE 9 DATE 02/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 01:27 PM ESTIMATE NO. 90 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 02/20/09 R.E. NAME: OBEROI RAJESH DATE OF THIS ESTIMATE 02/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 57.000 33,060.00 S) 13 JOINT SEAL ASSEMBLY (MR 6") LF 460.0000 83,720.00 178.260 81,999.60 S) 14 JOINT SEAL (TYPE AL) LF 12.0000 4,332.00 442.000 5,304.00 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 31,558,493.270 15,779,246.64 SF) 17 BAR REINFORCING STEEL (RETAINING WALL) LB 0.6000 25,695.60 64,328.000 38,596.80 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 11,824.000 47,296.00 229,000.000 916,000.00 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 1,532,505.000 352,476.15 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 321,475.00 115,648.000 289,120.00 F) 26 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 64,295.00 114,012.000 57,006.00 SF) 27 METAL (RAIL MOUNTED SIGN) LB 4.3000 29,326.00 4,378.000 18,825.40 6,134.000 26,376.20 S) 28 ROADSIDE SIGN - ONE POST EA 418.0000 19,228.00 15.000 6,270.00 S) 29 ROADSIDE SIGN - TWO POST EA 600.0000 7,200.00 7.000 4,200.00 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 4,680.00 585.000 4,680.00 585.000 4,680.00 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 0.200 150,000.00 1.000 750,000.00 S) 35 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 65.0000 9,360.00 144.000 9,360.00 SF) 36 WORK AREA MONITORING LS 36,000.0000 36,000.00 1.000 36,000.00 37 12" ALTERNATIVE PIPE CULVERT LF 113.0000 150,290.00 78.000 8,814.00 1,290.000 145,770.00 38 18" ALTERNATIVE PIPE CULVERT LF 192.0000 458,880.00 2,022.000 388,224.00 PROGRAM CAS145 PAGE 10 DATE 02/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 01:27 PM ESTIMATE NO. 90 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 02/20/09 R.E. NAME: OBEROI RAJESH DATE OF THIS ESTIMATE 02/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 15,810.00 228.000 21,204.00 44 10" VITRIFIED CLAY PIPE LF 205.0000 16,810.00 51.000 10,455.00 142.000 29,110.00 S) 45 12" VITRIFIED CLAY PIPE LF 191.0000 18,336.00 248.000 47,368.00 314.000 59,974.00 S) 46 18" VITRIFIED CLAY PIPE LF 260.0000 67,600.00 256.000 66,560.00 S) 47 MINOR CONCRETE (DITCH LINING) CY 394.0000 25,216.00 114.000 44,916.00 48 MINOR CONCRETE (MISCELLANEOUS CY 315.0000 220,500.00 156.000 49,140.00 651.250 205,143.75 CONSTRUCTION) 49 MINOR CONCRETE (GUTTER) LF 12.0000 3,996.00 333.000 3,996.00 F) 50 MISCELLANEOUS IRON AND STEEL LB 0.6000 12,118.80 19,412.000 11,647.20 SF) 51 MISCELLANEOUS METAL LB 3.4000 266,900.00 78,500.000 266,900.00 SF)(RESTRAINER - PIPE TYPE) 52 MISCELLANEOUS METAL LB 6.2000 159,340.00 25,700.000 159,340.00 SF)(RESTRAINER - CABLE TYPE) 53 MISCELLANEOUS METAL (BRIDGE) LB 3.5000 2,166,766.00 626,641.000 2,193,243.50 SF) 54 BRIDGE DECK DRAINAGE SYSTEM LB 4.8000 402,672.00 73,415.000 352,392.00 SF) 55 CLOCK TOWER SCREEN LF 478.0000 57,360.00 120.000 57,360.00 F) 56 CHAIN LINK FENCE (TYPE CL-6) LF 8.0000 56,000.00 156.000 1,248.00 3,324.000 26,592.00 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 3.000 3,000.00 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 15,600.00 150.000 3,000.00 719.000 14,380.00 S) 62 CONCRETE BARRIER (TYPE 27) LF 111.0000 65,157.00 587.000 65,157.00 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 8,325.00 333.000 8,325.00 F) 65 TERMINAL SYSTEM (TYPE ET) EA 300.0000 2,700.00 6.000 1,800.00 S) PROGRAM CAS145 PAGE 11 DATE 02/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 01:27 PM ESTIMATE NO. 90 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 02/20/09 R.E. NAME: OBEROI RAJESH DATE OF THIS ESTIMATE 02/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 600.00 7.000 2,100.00 S) 67 CRASH CUSHION (ADIEM) EA 3,000.0000 36,000.00 2.000 6,000.00 9.000 27,000.00 S) 68 CONCRETE BARRIER (TYPE 60) LF 55.0000 237,600.00 1,228.000 67,540.00 3,469.000 190,795.00 69 CONCRETE BARRIER (TYPE 60A) LF 48.0000 84,480.00 346.000 16,608.00 976.000 46,848.00 70 CONCRETE BARRIER (TYPE 60C) LF 52.0000 90,116.00 614.500 31,954.00 1,098.500 57,122.00 71 CONCRETE BARRIER (TYPE 60D) LF 18.0000 6,948.00 160.800 2,894.40 F) 72 CONCRETE BARRIER (TYPE 732) LF 75.0000 102,450.00 162.000 12,150.00 F) 73 CONCRETE BARRIER (TYPE 732 MOD) LF 55.0000 1,408,935.00 25,320.860 1,392,647.30 F) 74 CONCRETE BARRIER LF 207.0000 9,315.00 45.000 9,315.00 F) (ANCHORAGE RECONSTRUCTION) 75 CONCRETE BARRIER (TYPE 732A) LF 59.0000 5,664.00 205.000 12,095.00 F) 76 CONCRETE BARRIER (TYPE 736A) LF 57.0000 12,597.00 451.000 25,707.00 SF) 77 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 19,150.00 3,375.000 1,687.50 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 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 96.000 288.00 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 0.433 43,300.00 0.905 90,500.00 S) 89 LIGHTING (PARKING LOT) LS 175,000.0000 175,000.00 0.026 4,550.00 0.973 170,275.00 S) 90 LIGHTING AND SIGN ILLUMINATION LS 415,000.0000 415,000.00 0.002 830.00 0.988 410,020.00 S) 91 LIGHTING AND SIGN ILLUMINATION LS 1500,000.0000 1,500,000.00 0.999 1,498,500.00 S) (STAGE CONSTRUCTION) 92 ELECTRIC SERVICE (IRRIGATION) LS 30,000.0000 30,000.00 0.113 3,390.00 0.932 27,960.00 S) PROGRAM CAS145 PAGE 12 DATE 02/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 01:27 PM ESTIMATE NO. 90 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 02/20/09 R.E. NAME: OBEROI RAJESH DATE OF THIS ESTIMATE 02/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.997 548,350.00 S) 94 MICROWAVE VEHICLE DETECTION SENSOR EA 11,200.0000 280,000.00 25.000 280,000.00 S) (MVDS) TYPE A 95 MICROWAVE VEHICLE DETECTION SENSOR EA 9,200.0000 46,000.00 5.000 46,000.00 S) (MVDS) TYPE B 96 TRAFFIC OPERATIONS SYSTEM LS 600,000.0000 600,000.00 0.010 6,000.00 1.000 600,000.00 S) (STAGE CONSTRUCTION) 97 CAMERA UNIT EA 7,500.0000 7,500.00 1.000 7,500.00 1.000 7,500.00 S) 98 PAN/TILT UNIT EA 1,500.0000 1,500.00 1.000 1,500.00 1.000 1,500.00 S) 99 SIGNAL & LIGHTING (CITY STREET) MODIFY LS 60,000.0000 60,000.00 0.351 21,060.00 0.727 43,620.00 S) LOCATION 1 00 SIGNAL & LIGHTING (CITY STREET) MODIFY LS 90,000.0000 90,000.00 0.918 82,620.00 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 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 02/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 01:27 PM ESTIMATE NO. 90 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 02/20/09 R.E. NAME: OBEROI RAJESH DATE OF THIS ESTIMATE 02/26/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,638,038.17 162,052,149.82 ADJUSTMENT OF COMPENSATION 722,347.18 36,825,780.84 EXTRA WORK 1,098,951.24 48,018,766.98 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,459,336.59 246,896,697.64 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 3,459,336.59 264,896,697.64 MATERIALS ON HAND ON SITE 299,049.97 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -504,152.35 TOTAL 3,459,336.59 264,691,595.26 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 03/31/09 2086 0 270 0 98% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PLEASE OVERRIDE OBEROI RAJESH RESIDENT ENGINEER PROGRAM CAS145 DATE 02/26/09