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 12/19/09 EST. NO.18 TIME 08:16 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 0064 602.06 E.W. @ F.A.(+) 112409 Y 0582.0 006 0057 525.74 E.W. @ F.A.(+) 111809 Y 0575.0 0058 1,314.35 111909 Y 0577.0 022 0025 247.86 E.W. @ F.A.(+) 120309 Y 0587.0 028 0012 615.27 E.W. @ F.A.(+) 112509 Y 0583.0 0013 213.73 120409 Y 0588.0 030 0001 9,852.00 E.W. @ L.S.(+) 120109 Y 0562.0 031 0001 323.67 E.W. @ F.A.(+) 111309 Y 0561.0 0002 461.09 113009 Y 0586.0 0003 6,565.80 A.C. @ L.S.(+) 112009 N 1 0 20,721.57 TOTAL THIS ESTIMATE 516,175.10 TOTAL PREVIOUS ESTIMATE 536,896.67 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 12/19/09 EST. NO.18 TIME 08:16 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 -10,000.00 -20,000.00 TOTAL DEDUCTIONS -10,000.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 12/19/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-2A7704 TIME 08:16 AM ESTIMATE NO. 18 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 12/19/09 R.E. NAME: DEOL HARMINDER DATE OF THIS ESTIMATE 12/19/09 LOCATION 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 18.000 28,800.00 319.000 510,400.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 10.0000 2,500.00 309.200 3,092.00 04 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 0.030 150.00 0.464 2,320.00 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 24.384 195.07 1,126.664 9,013.31 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 17.000 3,400.00 11 TEMPORARY HYDRAULIC MULCH M2 1.0000 22,000.00 8,600.000 8,600.00 S) (BONDED FIBER MATRIX) 12 STREET SWEEPING LS 10,000.0000 10,000.00 0.030 300.00 0.524 5,240.00 13 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,000.0000 2,000.00 0.030 60.00 0.494 988.00 14 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.030 450.00 0.570 8,550.00 S) 15 TRAFFIC CONTROL SYSTEM LS 20,000.0000 20,000.00 0.030 600.00 0.534 10,680.00 S) 16 TYPE II BARRICADE EA 35.0000 245.00 1.000 35.00 S) 17 TYPE III BARRICADE EA 70.0000 980.00 20.000 1,400.00 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 6,650.00 59.000 2,065.00 S) 19 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.030 300.00 0.530 5,300.00 S) 20 TEMPORARY RAILING (TYPE K) M 30.0000 90,600.00 2,336.580 70,097.40 21 TEMPORARY CRASH CUSHION MODULE EA 200.0000 40,000.00 97.000 19,400.00 22 TEMPORARY TRAFFIC SCREEN M 10.0000 11,700.00 1,103.330 11,033.30 PROGRAM CAS145 PAGE 2 DATE 12/19/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-2A7704 TIME 08:16 AM ESTIMATE NO. 18 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 12/19/09 R.E. NAME: DEOL HARMINDER DATE OF THIS ESTIMATE 12/19/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 7,100.00 672.940 6,729.40 24 REMOVE METAL BEAM GUARD RAILING M 30.0000 4,800.00 448.940 13,468.20 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 6,500.00 103.630 207.26 S) 28 REMOVE PAVEMENT MARKING M2 60.0000 4,680.00 0.000 0.00 S) 29 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 8.0000 14,400.00 0.000 0.00 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 0.000 0.00 S) 36 BRIDGE REMOVAL LS 50,000.0000 50,000.00 0.000 0.00 37 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 0.900 22,500.00 38 ROADWAY EXCAVATION M3 20.0000 380,000.00 9,823.000 196,460.00 39 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 40 STRUCTURE EXCAVATION (BRIDGE) M3 40.0000 57,600.00 756.000 30,240.00 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 30,000.00 200.000 2,000.00 1,500.000 15,000.00 F) 43 STRUCTURE BACKFILL (RETAINING WALL) M3 40.0000 147,600.00 3,366.000 134,640.00 F) 44 PERVIOUS BACKFILL MATERIAL (RETAINING M3 120.0000 40,800.00 314.000 37,680.00 F) WALL) 45 IMPORTED BORROW M3 30.0000 1,275,000.00 231.600 6,948.00 37,890.200 1,136,706.00 46 EROSION CONTROL (TYPE C) M2 1.0000 33,200.00 0.000 0.00 S) 47 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 1,000.00 0.000 0.00 S) 48 300 MM CORRUGATED HIGH DENSITY M 200.0000 13,200.00 9.750 1,950.00 S) POLYETHYLENE PIPE CONDUIT 49 CLASS 2 AGGREGATE BASE M3 50.0000 358,000.00 767.500 38,375.00 4,054.210 202,710.50 PROGRAM CAS145 PAGE 3 DATE 12/19/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-2A7704 TIME 08:16 AM ESTIMATE NO. 18 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 12/19/09 R.E. NAME: DEOL HARMINDER DATE OF THIS ESTIMATE 12/19/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ASPHALT CONCRETE TONN 80.0000 1,384,000.00 650.000 52,000.00 3,835.940 306,875.20 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 0.000 0.00 57 FURNISH STEEL PILING (HP 250 X 85) M 20.0000 76,860.00 2,615.400 52,308.00 58 DRIVE STEEL PILE (HP 250 X 85) EA 500.0000 105,000.00 104.000 52,000.00 S) 59 FURNISH STEEL PILING (HP 360 X 132) M 20.0000 29,460.00 804.700 16,094.00 60 DRIVE STEEL PILE (HP 360 X 132) EA 500.0000 47,500.00 48.000 24,000.00 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 0.500 120,000.00 S) 64 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 200.0000 108,000.00 297.400 59,480.00 F) 65 STRUCTURAL CONCRETE, BRIDGE M3 480.0000 1,310,400.00 1,523.100 731,088.00 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 160,000.00 100.000 80,000.00 F) (TYPE N) 68 MINOR CONCRETE (MINOR STRUCTURE) M3 800.0000 46,400.00 40.790 32,632.00 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 0.000 0.00 71 FRACTURED RIB TEXTURE M2 40.0000 100,800.00 2,160.000 86,400.00 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 882,600.00 220,772.000 441,544.00 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 0.000 0.00 SF) PROGRAM CAS145 PAGE 4 DATE 12/19/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-2A7704 TIME 08:16 AM ESTIMATE NO. 18 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 12/19/09 R.E. NAME: DEOL HARMINDER DATE OF THIS ESTIMATE 12/19/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 87 450 MM ALTERNATIVE PIPE CULVERT M 300.0000 7,500.00 0.000 0.00 88 600 MM ALTERNATIVE PIPE CULVERT M 200.0000 6,200.00 0.000 0.00 89 450 MM REINFORCED CONCRETE PIPE M 160.0000 17,600.00 77.900 12,464.00 90 600 MM REINFORCED CONCRETE PIPE M 160.0000 80,000.00 360.970 57,755.20 91 750 MM REINFORCED CONCRETE PIPE M 500.0000 3,000.00 0.000 0.00 92 900 MM REINFORCED CONCRETE PIPE M 140.0000 89,600.00 453.392 63,474.88 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 0.000 0.00 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 3.330 1,665.00 99 PRESSURE MANHOLE (TYPE C) EA 1,000.0000 10,000.00 7.000 7,000.00 00 ROCK SLOPE PROTECTION M3 120.0000 5,400.00 0.000 0.00 (BACKING NO. 2, METHOD B) 01 ROCK SLOPE PROTECTION FABRIC M2 6.0000 720.00 0.000 0.00 02 MINOR CONCRETE (MISCELLANEOUS M3 500.0000 475,000.00 30.890 15,445.00 477.391 238,695.50 CONSTRUCTION) 03 MINOR CONCRETE (GUTTER) M 120.0000 1,800.00 0.000 0.00 F) PROGRAM CAS145 PAGE 5 DATE 12/19/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-2A7704 TIME 08:16 AM ESTIMATE NO. 18 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 12/19/09 R.E. NAME: DEOL HARMINDER DATE OF THIS ESTIMATE 12/19/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 06 LIFT STATION ELECTRICAL EQUIPMENT LS 20,000.0000 20,000.00 0.000 0.00 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 12.000 3,600.00 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 0.000 0.00 SF) 18 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 70.0000 17,010.00 121.000 8,470.00 121.000 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 34,020.00 121.500 17,010.00 121.500 17,010.00 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 20,640.00 129.000 20,640.00 F) 28 CONCRETE BARRIER (TYPE 732A MODIFIED) M 160.0000 50,720.00 213.000 34,080.00 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 12/19/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-2A7704 TIME 08:16 AM ESTIMATE NO. 18 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 12/19/09 R.E. NAME: DEOL HARMINDER DATE OF THIS ESTIMATE 12/19/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,297.930 1,148.97 S) 36 PAINT PAVEMENT MARKING (2-COAT) M2 10.0000 1,400.00 16.170 161.70 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 0.600 72,000.00 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 0.050 2,250.00 0.380 17,100.00 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 0.400 10,000.00 S) (CITY STREET LOCATION 4) 43 LIGHTING LS 30,000.0000 30,000.00 0.000 0.00 S) 44 LIGHTING AND SIGN ILLUMINATION LS 30,000.0000 30,000.00 0.330 9,900.00 S) 45 ELECTRIC SERVICE (LIFT STATION) LS 5,000.0000 5,000.00 0.100 500.00 0.150 750.00 S) 46 CLOSED CIRCUIT TELEVISION SYSTEM LS 10,000.0000 10,000.00 0.100 1,000.00 S) 47 MODIFY FIBER OPTIC SYSTEM (CITY) LS 40,000.0000 40,000.00 0.000 0.00 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 2.000 2,000.00 51 ABANDON PIPELINE M 20.0000 15,000.00 275.670 5,513.40 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 1.000 2,000.00 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 12/19/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-2A7704 TIME 08:16 AM ESTIMATE NO. 18 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 12/19/09 R.E. NAME: DEOL HARMINDER DATE OF THIS ESTIMATE 12/19/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 92,000.00 422.110 42,211.00 59 FIRE HYDRANT EA 500.0000 5,500.00 7.000 3,500.00 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 6.000 1,500.00 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 12/19/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-2A7704 TIME 08:16 AM ESTIMATE NO. 18 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 12/19/09 R.E. NAME: DEOL HARMINDER DATE OF THIS ESTIMATE 12/19/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 194,493.07 10,158,687.83 ADJUSTMENT OF COMPENSATION 6,565.80 26,173.77 EXTRA WORK 14,155.77 510,722.90 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 215,214.64 10,695,584.50 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 215,214.64 12,335,584.50 MATERIALS ON HAND ON SITE 250,782.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -20,000.00 TOTAL 205,214.64 12,566,366.50 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 07/11/11 319 4 87 0 71% 45% PROGRESS IS SATISFACTORY CCO DEOL HARMINDER RESIDENT ENGINEER PROGRAM CAS145 DATE 12/19/09