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 12/22/10 EST. NO.30 TIME 10:05 AM R.E. NAME: DEOL HARMINDER 10-2A7704 --------------------------------------------------------------------------- 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 0011 548.94 E.W. @ F.A.(+) 111708 Y 0100.0 0045 296.77 062409 Y 0489.0 0076 1,262.25 030410 Y 0656.0 0077 491.53 030510 Y 0657.0 0079 1,056.83 030910 Y 0659.0 0080 1,167.02 031010 Y 0660.0 0081 1,119.05 031110 Y 0661.0 0092 76.42 031610 Y 0681.0 0093 253.42 032610 Y 0682.0 0098 30.16 041410 Y 0698.0 0100 940.80 061010 Y 0715.0 0107 173.17 082410 Y 0735.0 0108 499.47 081910 Y 0736.0 0109 173.17 082310 Y 0737.0 0110 1,069.86 071910 Y 0739.0 0111 1,069.86 072010 Y 0740.0 0112 1,069.86 072110 Y 0741.0 0113 139.18 080410 Y 0742.0 0114 173.17 082510 Y 0731.0 0115 96.53 082610 Y 0732.0 0116 142.51 082710 Y 0733.0 0117 122.63 083010 Y 0734.0 0118 367.12 102810 N 744 0 0119 182.87 110210 N 745 0 0120 215.02 102210 N 746 0 0121 753.90 102110 N 748 0 0122 188.82 102110 N 749 0 0123 420.85 102610 N 750 0 0124 947.86 102510 N 751 0 0125 469.21 102710 N 752 0 0126 304.26 102210 N 753 0 0127 147.93 102810 N 744.10 0128 98.47 110210 N 745.10 0129 114.59 102210 N 746.10 0132 205.22 102610 N 750.10 0133 400.02 102510 N 751.10 0134 205.22 102710 N 752.10 0135 683.53 120610 N 758 0 0136 489.58 120910 N 759 0 0137 246.82 100510 N 760 0 006 0003 202.24 E.W. @ F.A.(+) 101608 Y 0049.0 007 0007 1,262.50 E.W. @ F.A.(+) 110409 Y 0564.0 0009 1,287.50 042010 Y 0697.0 008 0002 36.11 E.W. @ F.A.(+) 112408 Y 0111.0 0032 401.94 102210 N 747 0 0033 158.46 111210 N 754 0 0034 183.34 102210 N 747.10 0035 74.04 111210 N 754.10 009 0082 49.78 E.W. @ F.A.(+) 022509 Y 0305.0 0092 233.75 030909 Y 0395.0 0100 215.27 030309 Y 0372.1 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 12/22/10 EST. NO.30 TIME 10:05 AM R.E. NAME: DEOL HARMINDER 10-2A7704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0101 972.03 030209 Y 286.10 010 0004 569.21 E.W. @ F.A.(+) 032409 Y 0374.0 018 0020 2,534.53 E.W. @ F.A.(+) 052110 Y 0699.0 0021 2,709.53 052010 Y 0700.0 0022 550.88 051910 Y 0701.0 0023 538.32 052410 Y 0713.0 025 0007 515.11 E.W. @ F.A.(+) 032409 N 0569.0 033 0008 2,032.74 E.W. @ F.A.(+) 111610 N 755 0 0009 1,975.71 111610 N 756 0 0010 127.53 111610 N 757 0 0011 510.50 111610 N 755.10 0012 453.20 111610 N 756.10 040 0002 504.52 E.W. @ F.A.(+) 052510 Y 0714.0 0003 183.22 052610 Y 0716.0 0005 180.88 052610 Y 0718.0 0006 364.34 060110 Y 0719.0 0010 24.02 041610 N 762 0 043 0001 387.58 E.W. @ F.A.(+) 061010 Y 0722.0 0002 166.68 061110 Y 0724.0 37,819.35 TOTAL THIS ESTIMATE 663,868.60 TOTAL PREVIOUS ESTIMATE 701,687.95 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 12/22/10 EST. NO.30 TIME 10:05 AM R.E. NAME: DEOL HARMINDER 10-2A7704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PAYRP;;S -10,000.00 03 REC'ED PAYROLLS 10,000.00 04 MISSING PAYROLL -10,000.00 06 MISSING PAYROLLS -10,000.00 08 REC'ED PAYROLLS 10,000.00 08 MISSING PAYROLLS -10,000.00 12 REC'ED PAYROLLS 20,000.00 13 MISSING PAYROLLS -10,000.00 16 MISSING PAYROLLS -10,000.00 18 MISSING PAYROLLS -10,000.00 20 REC'ED PAYROLLS 20,000.00 20 REC'ED PAYROLLS 10,000.00 21 MISSING PAYROLLS -10,000.00 25 REC'ED PAYROLLS 10,000.00 27 MISSING PAYROLLS -5,000.00 30 -5,000.00 -5,000.00 TOTAL DEDUCTIONS -5,000.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 12/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-2A7704 TIME 10:05 AM ESTIMATE NO. 30 BID OPENING 06/04/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: DEOL HARMINDER DATE OF THIS ESTIMATE 12/22/10 LOCATION RERUN PROGRESS ESTIMATE 10-STA-99-R11.9/R11.9 ----------------------- NEHEMIAH CONSTRUCTION INC IN STANISLAUS COUNTY IN CERES FROM 801 FIRST STREET SUITE G 0.5 KM SOUTH OF WHITMORE AVENUE BENICIA CA 94510 OVERCROSSING TO 0.7 KM NORTH OF WHITMORE AVENUE OVERCROSSING FED. AID NO. N O N E RECONSTRUCT INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.750 3,750.00 02 TIME-RELATED OVERHEAD WDAY 1,600.0000 992,000.00 697.000 1,115,200.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 10.0000 2,500.00 437.220 4,372.20 04 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000.00 05 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 1.000 3,000.00 PREVENTION PLAN 06 TEMPORARY FIBER ROLL M 8.0000 16,800.00 2,306.636 18,453.09 07 TEMPORARY SILT FENCE M 8.0000 11,200.00 828.560 6,628.48 08 TEMPORARY CONSTRUCTION ENTRANCE EA 500.0000 1,500.00 3.000 1,500.00 09 MOVE-IN/MOVE-OUT EA 500.0000 1,000.00 1.000 500.00 (TEMPORARY EROSION CONTROL) 10 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 5,800.00 27.000 5,400.00 11 TEMPORARY HYDRAULIC MULCH M2 1.0000 22,000.00 25,500.000 25,500.00 S) (BONDED FIBER MATRIX) 12 STREET SWEEPING LS 10,000.0000 10,000.00 0.900 9,000.00 13 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,000.0000 2,000.00 0.880 1,760.00 14 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.780 11,700.00 S) 15 TRAFFIC CONTROL SYSTEM LS 20,000.0000 20,000.00 0.934 18,680.00 S) 16 TYPE II BARRICADE EA 35.0000 245.00 2.000 70.00 S) 17 TYPE III BARRICADE EA 70.0000 980.00 40.000 2,800.00 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 6,650.00 109.000 3,815.00 S) 19 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.930 9,300.00 S) 20 TEMPORARY RAILING (TYPE K) M 30.0000 90,600.00 3,787.360 113,620.80 21 TEMPORARY CRASH CUSHION MODULE EA 200.0000 40,000.00 101.000 20,200.00 22 TEMPORARY TRAFFIC SCREEN M 10.0000 11,700.00 1,103.330 11,033.30 PROGRAM CAS145 PAGE 2 DATE 12/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-2A7704 TIME 10:05 AM ESTIMATE NO. 30 BID OPENING 06/04/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: DEOL HARMINDER DATE OF THIS ESTIMATE 12/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE CHAIN LINK FENCE M 10.0000 7,100.00 1,028.650 10,286.50 24 REMOVE METAL BEAM GUARD RAILING M 30.0000 4,800.00 589.910 17,697.30 S) 25 REMOVE METAL BEAM BARRIER M 30.0000 2,700.00 0.000 0.00 S) 26 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.0000 1,700.00 126.000 252.00 S) STRIPE 27 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 6,500.00 737.630 1,475.26 S) 28 REMOVE PAVEMENT MARKING M2 60.0000 4,680.00 3.900 234.00 S) 29 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 8.0000 14,400.00 414.000 3,312.00 S) 30 REMOVE PAVEMENT MARKER EA 1.0000 250.00 0.000 0.00 S) 31 REMOVE ROADSIDE SIGN EA 250.0000 1,000.00 0.000 0.00 32 REMOVE SIGN STRUCTURE EA 3,000.0000 3,000.00 1.000 3,000.00 S) 33 RELOCATE ROADSIDE SIGN EA 300.0000 1,500.00 1.000 300.00 34 ADJUST FRAME AND COVER TO GRADE EA 250.0000 3,750.00 1.000 250.00 35 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.0000 38,520.00 4,314.580 25,887.48 S) 36 BRIDGE REMOVAL LS 50,000.0000 50,000.00 1.000 50,000.00 37 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 1.000 25,000.00 38 ROADWAY EXCAVATION M3 20.0000 380,000.00 20,948.000 418,960.00 39 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 40 STRUCTURE EXCAVATION (BRIDGE) M3 40.0000 57,600.00 1,440.000 57,600.00 F) 41 STRUCTURE EXCAVATION (RETAINING WALL) M3 180.0000 280,800.00 1,560.000 280,800.00 F) 42 STRUCTURE BACKFILL (BRIDGE) M3 10.0000 30,000.00 3,000.000 30,000.00 F) 43 STRUCTURE BACKFILL (RETAINING WALL) M3 40.0000 147,600.00 3,690.000 147,600.00 F) 44 PERVIOUS BACKFILL MATERIAL (RETAINING M3 120.0000 40,800.00 340.000 40,800.00 F) WALL) 45 IMPORTED BORROW M3 30.0000 1,275,000.00 43,764.200 1,312,926.00 46 EROSION CONTROL (TYPE C) M2 1.0000 33,200.00 21,580.000 21,580.00 S) 47 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 1,000.00 1.000 500.00 S) 48 300 MM CORRUGATED HIGH DENSITY M 200.0000 13,200.00 85.680 17,136.00 S) POLYETHYLENE PIPE CONDUIT 49 CLASS 2 AGGREGATE BASE M3 50.0000 358,000.00 7,198.670 359,933.50 PROGRAM CAS145 PAGE 3 DATE 12/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-2A7704 TIME 10:05 AM ESTIMATE NO. 30 BID OPENING 06/04/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: DEOL HARMINDER DATE OF THIS ESTIMATE 12/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ASPHALT CONCRETE TONN 80.0000 1,384,000.00 17,899.160 1,431,932.80 51 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 100.0000 6,500.00 0.000 0.00 AREA) 52 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 10.0000 3,170.00 215.000 2,150.00 53 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 10.0000 100.00 0.000 0.00 54 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.0000 6,600.00 0.000 0.00 55 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.0000 280.00 0.000 0.00 56 ASPHALTIC EMULSION (PAINT BINDER) TONN 800.0000 11,200.00 7.000 5,600.00 57 FURNISH STEEL PILING (HP 250 X 85) M 20.0000 76,860.00 3,843.000 76,860.00 58 DRIVE STEEL PILE (HP 250 X 85) EA 500.0000 105,000.00 210.000 105,000.00 S) 59 FURNISH STEEL PILING (HP 360 X 132) M 20.0000 29,460.00 1,473.000 29,460.00 60 DRIVE STEEL PILE (HP 360 X 132) EA 500.0000 47,500.00 95.000 47,500.00 S) 61 FURNISH PILING (CLASS 400) M 20.0000 105,040.00 5,322.123 106,442.46 62 DRIVE PILE (CLASS 400) EA 3,460.0000 1,605,440.00 464.000 1,605,440.00 S) 63 PRESTRESSING CAST-IN-PLACE CONCRETE LS 240,000.0000 240,000.00 1.000 240,000.00 S) 64 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 200.0000 108,000.00 540.000 108,000.00 F) 65 STRUCTURAL CONCRETE, BRIDGE M3 480.0000 1,310,400.00 2,730.000 1,310,400.00 F) 66 STRUCTURAL CONCRETE, RETAINING WALL M3 1,100.0000 1,595,000.00 1,495.000 1,644,500.00 F) 67 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 160,000.00 40.000 32,000.00 200.000 160,000.00 F) (TYPE N) 68 MINOR CONCRETE (MINOR STRUCTURE) M3 800.0000 46,400.00 66.910 53,528.00 F) 69 MINOR CONCRETE (SOUND WALL) M3 1,200.0000 240,000.00 259.000 310,800.00 70 LIFT STATION ENCLOSURE LS 10,000.0000 10,000.00 1.000 10,000.00 71 FRACTURED RIB TEXTURE M2 40.0000 100,800.00 2,520.000 100,800.00 F) 72 SOUND WALL (MASONRY BLOCK) M2 340.0000 357,000.00 1,054.410 358,499.40 S) 73 JOINT SEAL ASSEMBLY (MR 80 MM) M 60.0000 4,560.00 0.000 0.00 S) 74 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 882,600.00 441,300.000 882,600.00 SF) 75 BAR REINFORCING STEEL (RETAINING WALL) KG 3.4000 487,900.00 147,800.000 502,520.00 SF) 76 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 77,165.00 1,433.000 7,165.00 2,833.000 14,165.00 SF) PROGRAM CAS145 PAGE 4 DATE 12/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-2A7704 TIME 10:05 AM ESTIMATE NO. 30 BID OPENING 06/04/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: DEOL HARMINDER DATE OF THIS ESTIMATE 12/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 7,716.50 0.000 0.00 SF) 78 FURNISH LAMINATED PANEL SIGN M2 60.0000 1,680.00 0.000 0.00 (25.4 MM-TYPE A) 79 FURNISH SINGLE SHEET ALUMINUM SIGN M2 60.0000 2,040.00 7.500 450.00 (1.6 MM-UNFRAMED) 80 FURNISH SINGLE SHEET ALUMINUM SIGN M2 60.0000 2,100.00 5.880 352.80 (2.0 MM-UNFRAMED) 81 FURNISH SINGLE SHEET ALUMINUM SIGN M2 60.0000 1,200.00 8.950 537.00 (1.6 MM-FRAMED) 82 FURNISH SINGLE SHEET ALUMINUM SIGN M2 60.0000 420.00 0.000 0.00 (2.0 MM-FRAMED) 83 1524 MM CAST-IN-DRILLED-HOLE M 1,000.0000 15,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 84 ROADSIDE SIGN - ONE POST EA 100.0000 4,000.00 6.000 600.00 85 ROADSIDE SIGN - TWO POST EA 200.0000 1,800.00 3.000 600.00 86 300 MM ALTERNATIVE PIPE CULVERT M 200.0000 1,200.00 5.000 1,000.00 87 450 MM ALTERNATIVE PIPE CULVERT M 300.0000 7,500.00 24.300 7,290.00 88 600 MM ALTERNATIVE PIPE CULVERT M 200.0000 6,200.00 30.300 6,060.00 89 450 MM REINFORCED CONCRETE PIPE M 160.0000 17,600.00 287.418 45,986.88 90 600 MM REINFORCED CONCRETE PIPE M 160.0000 80,000.00 523.091 83,694.56 91 750 MM REINFORCED CONCRETE PIPE M 500.0000 3,000.00 8.016 4,008.00 92 900 MM REINFORCED CONCRETE PIPE M 140.0000 89,600.00 637.914 89,307.96 93 600 MM PERFORATED PLASTIC PIPE M 140.0000 77,000.00 566.310 79,283.40 UNDERDRAIN 94 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 95 600 MM CONCRETE FLARED END SECTION EA 500.0000 2,000.00 4.000 2,000.00 96 OUTFALL STRUCTURE (TYPE M) EA 5,000.0000 5,000.00 0.000 0.00 97 750 MM STANDPIPE EA 1,000.0000 1,000.00 0.000 0.00 98 MANHOLE (TYPE A) EA 500.0000 5,000.00 5.000 2,500.00 99 PRESSURE MANHOLE (TYPE C) EA 1,000.0000 10,000.00 9.000 9,000.00 00 ROCK SLOPE PROTECTION M3 120.0000 5,400.00 93.200 11,184.00 (BACKING NO. 2, METHOD B) 01 ROCK SLOPE PROTECTION FABRIC M2 6.0000 720.00 162.600 975.60 02 MINOR CONCRETE (MISCELLANEOUS M3 500.0000 475,000.00 22.520 11,260.00 897.303 448,651.50 CONSTRUCTION) 03 MINOR CONCRETE (GUTTER) M 120.0000 1,800.00 0.000 0.00 F) PROGRAM CAS145 PAGE 5 DATE 12/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-2A7704 TIME 10:05 AM ESTIMATE NO. 30 BID OPENING 06/04/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: DEOL HARMINDER DATE OF THIS ESTIMATE 12/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 MINOR CONCRETE (TEXTURED PAVING) M2 30.0000 22,500.00 0.000 0.00 05 DRAINAGE PUMPING EQUIPMENT LS 30,000.0000 30,000.00 0.900 27,000.00 1.000 30,000.00 06 LIFT STATION ELECTRICAL EQUIPMENT LS 20,000.0000 20,000.00 1.000 20,000.00 1.000 20,000.00 07 MISCELLANEOUS IRON AND STEEL KG 6.0000 582.00 0.000 0.00 SF) 08 MANHOLE FRAME AND COVER EA 500.0000 5,000.00 1.000 500.00 S) 09 MANHOLE FRAME AND COVER (PRESSURE) EA 500.0000 5,000.00 7.000 3,500.00 S) 10 INLET FRAME AND GRATE (TYPE 600-12X) EA 300.0000 8,700.00 17.000 5,100.00 S) 11 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 12 CHAIN LINK FENCE (TYPE CL-1.8) M 30.0000 21,900.00 0.000 0.00 S) 13 1.8 M CHAIN LINK GATE (TYPE CL-1.8) EA 300.0000 1,200.00 0.000 0.00 S) 14 DELINEATOR (CLASS 1) EA 30.0000 2,610.00 0.000 0.00 15 OBJECT MARKER (TYPE K) EA 50.0000 150.00 0.000 0.00 16 METAL BEAM GUARD RAILING (STEEL POST) M 200.0000 4,600.00 0.000 0.00 S) 17 CHAIN LINK RAILING (TYPE 7) M 60.0000 19,020.00 213.000 12,780.00 SF) 18 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 70.0000 17,010.00 121.000 8,470.00 F) (BLACK VINYL COATED) 19 CONCRETE BARRIER (TYPE K) M 40.0000 18,000.00 0.000 0.00 S) 20 CONCRETE BARRIER (TYPE 26 MODIFIED) M 140.0000 34,020.00 81.500 11,410.00 243.000 34,020.00 F) 21 CABLE RAILING M 140.0000 3,640.00 0.000 0.00 SF) 22 END CAP (TYPE A) EA 500.0000 500.00 0.000 0.00 S) 23 END ANCHOR ASSEMBLY (TYPE SFT) EA 2,000.0000 4,000.00 0.000 0.00 S) 24 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 2,000.00 0.000 0.00 S) 25 CRASH CUSHION MODULE, SAND FILLED EA 100.0000 2,800.00 0.000 0.00 S) 26 CONCRETE BARRIER (TYPE 60) M 200.0000 11,400.00 0.000 0.00 S) 27 CONCRETE BARRIER (TYPE 732A) M 160.0000 20,640.00 129.000 20,640.00 F) 28 CONCRETE BARRIER (TYPE 732A MODIFIED) M 160.0000 50,720.00 64.000 10,240.00 317.000 50,720.00 F) 29 THERMOPLASTIC PAVEMENT MARKING M2 10.0000 4,500.00 71.110 711.10 S) 30 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 3,585.00 755.290 377.65 S) (SPRAYABLE) PROGRAM CAS145 PAGE 6 DATE 12/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-2A7704 TIME 10:05 AM ESTIMATE NO. 30 BID OPENING 06/04/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: DEOL HARMINDER DATE OF THIS ESTIMATE 12/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 2,885.00 306.020 153.01 S) 32 200 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 710.00 50.290 25.15 S) 33 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 1,005.00 64.310 32.16 S) (BROKEN 10.98 M - 3.66 M) 34 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 1,125.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 35 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 3,020.00 5,621.930 2,810.97 S) 36 PAINT PAVEMENT MARKING (2-COAT) M2 10.0000 1,400.00 82.110 821.10 S) 37 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 3,100.00 117.000 234.00 S) 38 SIGNAL AND LIGHTING LS 120,000.0000 120,000.00 0.900 108,000.00 S) 39 MODIFY SIGNAL AND LIGHTING LS 25,000.0000 25,000.00 0.100 2,500.00 S) (CITY STREET LOCATION 1) 40 SIGNAL AND LIGHTING LS 45,000.0000 45,000.00 0.500 22,500.00 S) (CITY STREET LOCATION 2) 41 SIGNAL AND LIGHTING LS 45,000.0000 45,000.00 0.900 40,500.00 S) (CITY STREET LOCATION 3) 42 MODIFY SIGNAL AND LIGHTING LS 25,000.0000 25,000.00 0.600 15,000.00 S) (CITY STREET LOCATION 4) 43 LIGHTING LS 30,000.0000 30,000.00 0.900 27,000.00 S) 44 LIGHTING AND SIGN ILLUMINATION LS 30,000.0000 30,000.00 0.400 12,000.00 S) 45 ELECTRIC SERVICE (LIFT STATION) LS 5,000.0000 5,000.00 0.350 1,750.00 0.500 2,500.00 S) 46 CLOSED CIRCUIT TELEVISION SYSTEM LS 10,000.0000 10,000.00 0.400 4,000.00 S) 47 MODIFY FIBER OPTIC SYSTEM (CITY) LS 40,000.0000 40,000.00 0.750 30,000.00 S) 48 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 49 ABANDON MANHOLE EA 500.0000 1,000.00 1.000 500.00 50 ABANDON SEWER MANHOLE EA 1,000.0000 3,000.00 4.000 4,000.00 51 ABANDON PIPELINE M 20.0000 15,000.00 452.270 9,045.40 52 ABANDON WATER WELL EA 5,000.0000 5,000.00 1.000 5,000.00 S) 53 ABANDON SEWER PIPELINE M 40.0000 10,400.00 260.000 10,400.00 54 RELOCATE FIRE HYDRANT EA 2,000.0000 4,000.00 2.000 4,000.00 55 SAND BACKFILL M3 40.0000 17,600.00 161.700 6,468.00 56 300 MM WELDED STEEL PIPE (3.40 MM THICK) M 600.0000 5,400.00 0.000 0.00 57 200 MM WATER MAIN M 100.0000 22,000.00 215.140 21,514.00 PROGRAM CAS145 PAGE 7 DATE 12/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-2A7704 TIME 10:05 AM ESTIMATE NO. 30 BID OPENING 06/04/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: DEOL HARMINDER DATE OF THIS ESTIMATE 12/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 250 MM WATER MAIN M 100.0000 92,000.00 160.380 16,038.00 880.850 88,085.00 59 FIRE HYDRANT EA 500.0000 5,500.00 10.000 5,000.00 60 200 MM GATE VALVE EA 250.0000 1,000.00 6.000 1,500.00 61 250 MM GATE VALVE EA 250.0000 1,000.00 2.000 500.00 8.000 2,000.00 62 250 MM VITRIFIED CLAY PIPE M 100.0000 29,000.00 361.510 36,151.00 S) 63 SEWER MANHOLE FRAME AND COVER EA 500.0000 3,500.00 9.000 4,500.00 S) 64 1200 MM SEWER MANHOLE EA 500.0000 3,500.00 7.000 3,500.00 S) PROGRAM CAS145 PAGE 8 DATE 12/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-2A7704 TIME 10:05 AM ESTIMATE NO. 30 BID OPENING 06/04/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: DEOL HARMINDER DATE OF THIS ESTIMATE 12/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 137,363.00 14,775,550.81 ADJUSTMENT OF COMPENSATION 0.00 39,741.48 EXTRA WORK 37,819.35 661,946.47 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 175,182.35 15,477,238.76 65 MOBILIZATION LS 1640,000.0000 1,640,000.00 1.000 1,640,000.00 ORIGINAL CONTRACT AMOUNT 16,443,748.50 TOTAL WORK COMPLETED 175,182.35 17,117,238.76 MATERIALS ON HAND ON SITE 50,000.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -5,000.00 -5,000.00 TOTAL 170,182.35 17,162,238.76 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 07/09/08 620 09/02/08 03/02/08 07/13/11 566 6 90 0 96% 80% PROGRESS IS SATISFACTORY CCO DEOL HARMINDER RESIDENT ENGINEER PROGRAM CAS145 DATE 12/22/10