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 07/18/11 EST. NO.38 TIME 10:01 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 --------------------------------------------------------------------------- 053 0004 9,527.40 E.W. @ F.A.(+) 050411 N PF0511 9,527.40 TOTAL THIS ESTIMATE 960,107.49 TOTAL PREVIOUS ESTIMATE 969,634.89 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 07/18/11 EST. NO.38 TIME 10:01 AM R.E. NAME: DEOL HARMINDER 10-2A7704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PRICE INDEX CCO -30,000.00 31 AC DEDUCT -10,000.00 33 ELECTR CD MISSING -1,000.00 37 MIAAING CEM-4401 -5,000.00 37 RELEASE AC INDEX 40,000.00 37 REC'ED CEM-4401 5,000.00 38 5,000.00 -1,000.00 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 REC'ED PAYROLLS 5,000.00 33 MISSNG PAYROLLS -1,000.00 34 MISSING PAYROLLS -5,000.00 35 REC'ED PAYROLLS 1,000.00 36 MISSING PAYROLLS -5,000.00 37 0.00 -10,000.00 TOTAL DEDUCTIONS 5,000.00 -11,000.00 PROGRAM CAS145 PAGE 1 DATE 07/18/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-2A7704 TIME 10:01 AM ESTIMATE NO. 38 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 06/27/11 R.E. NAME: DEOL HARMINDER DATE OF THIS ESTIMATE 07/18/11 LOCATION SEMI-FINAL 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 1.000 5,000.00 02 TIME-RELATED OVERHEAD WDAY 1,600.0000 992,000.00 15.000 24,000.00 735.000 1,176,000.00 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 2,832.416 22,659.33 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 29.000 5,800.00 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 1.000 10,000.00 13 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,000.0000 2,000.00 1.000 2,000.00 14 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 1.000 15,000.00 S) 15 TRAFFIC CONTROL SYSTEM LS 20,000.0000 20,000.00 1.000 20,000.00 S) 16 TYPE II BARRICADE EA 35.0000 245.00 7.000 245.00 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 1.000 10,000.00 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 40,000.00 162.000 32,400.00 22 TEMPORARY TRAFFIC SCREEN M 10.0000 11,700.00 1,103.330 11,033.30 PROGRAM CAS145 PAGE 2 DATE 07/18/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-2A7704 TIME 10:01 AM ESTIMATE NO. 38 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 06/27/11 R.E. NAME: DEOL HARMINDER DATE OF THIS ESTIMATE 07/18/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 53.320 3,199.20 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 7.000 1,750.00 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 4.000 1,200.00 34 ADJUST FRAME AND COVER TO GRADE EA 250.0000 3,750.00 21.000 5,250.00 35 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.0000 38,520.00 6,420.000 38,520.00 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 23,010.000 460,200.00 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 3,881.900 155,276.00 F) 44 PERVIOUS BACKFILL MATERIAL (RETAINING M3 120.0000 40,800.00 368.400 44,208.00 F) WALL) 45 IMPORTED BORROW M3 30.0000 1,275,000.00 43,350.000 1,300,500.00 46 EROSION CONTROL (TYPE C) M2 1.0000 33,200.00 33,200.000 33,200.00 S) 47 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 1,000.00 2.000 1,000.00 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 7,220.080 361,004.00 PROGRAM CAS145 PAGE 3 DATE 07/18/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-2A7704 TIME 10:01 AM ESTIMATE NO. 38 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 06/27/11 R.E. NAME: DEOL HARMINDER DATE OF THIS ESTIMATE 07/18/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 17,063.010 1,365,040.80 51 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 100.0000 6,500.00 23.000 2,300.00 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 6,600.00 985.000 9,850.00 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 12.500 10,000.00 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 1,510.100 1,661,110.00 F) 67 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 160,000.00 200.000 160,000.00 F) (TYPE N) 68 MINOR CONCRETE (MINOR STRUCTURE) M3 800.0000 46,400.00 73.190 58,552.00 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 2,614.800 104,592.00 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 65.840 3,950.40 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 487,900.00 149,814.000 509,367.60 SF) 76 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 77,165.00 15,433.000 77,165.00 SF) PROGRAM CAS145 PAGE 4 DATE 07/18/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-2A7704 TIME 10:01 AM ESTIMATE NO. 38 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 06/27/11 R.E. NAME: DEOL HARMINDER DATE OF THIS ESTIMATE 07/18/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 15,433.000 7,716.50 SF) 78 FURNISH LAMINATED PANEL SIGN M2 60.0000 1,680.00 27.860 1,671.60 (25.4 MM-TYPE A) 79 FURNISH SINGLE SHEET ALUMINUM SIGN M2 60.0000 2,040.00 33.960 2,037.60 (1.6 MM-UNFRAMED) 80 FURNISH SINGLE SHEET ALUMINUM SIGN M2 60.0000 2,100.00 34.380 2,062.80 (2.0 MM-UNFRAMED) 81 FURNISH SINGLE SHEET ALUMINUM SIGN M2 60.0000 1,200.00 19.220 1,153.20 (1.6 MM-FRAMED) 82 FURNISH SINGLE SHEET ALUMINUM SIGN M2 60.0000 420.00 6.940 416.40 (2.0 MM-FRAMED) 83 1524 MM CAST-IN-DRILLED-HOLE M 1,000.0000 15,000.00 14.500 14,500.00 S) CONCRETE PILE (SIGN FOUNDATION) 84 ROADSIDE SIGN - ONE POST EA 100.0000 4,000.00 40.000 4,000.00 85 ROADSIDE SIGN - TWO POST EA 200.0000 1,800.00 2.000 400.00 11.000 2,200.00 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 1.000 5,000.00 97 750 MM STANDPIPE EA 1,000.0000 1,000.00 1.000 1,000.00 98 MANHOLE (TYPE A) EA 500.0000 5,000.00 10.000 5,000.00 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 475,000.00 972.983 486,491.50 CONSTRUCTION) 03 MINOR CONCRETE (GUTTER) M 120.0000 1,800.00 15.000 1,800.00 F) PROGRAM CAS145 PAGE 5 DATE 07/18/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-2A7704 TIME 10:01 AM ESTIMATE NO. 38 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 06/27/11 R.E. NAME: DEOL HARMINDER DATE OF THIS ESTIMATE 07/18/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 22,500.00 495.150 14,854.50 05 DRAINAGE PUMPING EQUIPMENT LS 30,000.0000 30,000.00 1.000 30,000.00 06 LIFT STATION ELECTRICAL EQUIPMENT LS 20,000.0000 20,000.00 1.000 20,000.00 07 MISCELLANEOUS IRON AND STEEL KG 6.0000 582.00 97.000 582.00 SF) 08 MANHOLE FRAME AND COVER EA 500.0000 5,000.00 10.000 5,000.00 S) 09 MANHOLE FRAME AND COVER (PRESSURE) EA 500.0000 5,000.00 9.000 4,500.00 S) 10 INLET FRAME AND GRATE (TYPE 600-12X) EA 300.0000 8,700.00 29.000 8,700.00 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 21,900.00 762.300 22,869.00 S) 13 1.8 M CHAIN LINK GATE (TYPE CL-1.8) EA 300.0000 1,200.00 6.000 1,800.00 S) 14 DELINEATOR (CLASS 1) EA 30.0000 2,610.00 53.000 1,590.00 15 OBJECT MARKER (TYPE K) EA 50.0000 150.00 3.000 150.00 16 METAL BEAM GUARD RAILING (STEEL POST) M 200.0000 4,600.00 26.670 5,334.00 S) 17 CHAIN LINK RAILING (TYPE 7) M 60.0000 19,020.00 317.000 19,020.00 SF) 18 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 70.0000 17,010.00 243.000 17,010.00 F) (BLACK VINYL COATED) 19 CONCRETE BARRIER (TYPE K) M 40.0000 18,000.00 311.000 12,440.00 S) 20 CONCRETE BARRIER (TYPE 26 MODIFIED) M 140.0000 34,020.00 243.000 34,020.00 F) 21 CABLE RAILING M 140.0000 3,640.00 26.000 3,640.00 SF) 22 END CAP (TYPE A) EA 500.0000 500.00 1.000 500.00 S) 23 END ANCHOR ASSEMBLY (TYPE SFT) EA 2,000.0000 4,000.00 2.000 4,000.00 S) 24 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 2,000.00 1.000 2,000.00 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 50,720.00 317.000 50,720.00 F) 29 THERMOPLASTIC PAVEMENT MARKING M2 10.0000 4,500.00 282.000 2,820.00 S) 30 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 3,585.00 6,456.000 3,228.00 S) (SPRAYABLE) PROGRAM CAS145 PAGE 6 DATE 07/18/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-2A7704 TIME 10:01 AM ESTIMATE NO. 38 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 06/27/11 R.E. NAME: DEOL HARMINDER DATE OF THIS ESTIMATE 07/18/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,506.000 1,753.00 S) 32 200 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 710.00 1,454.000 727.00 S) 33 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 1,005.00 3,643.000 1,821.50 S) (BROKEN 10.98 M - 3.66 M) 34 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 1,125.00 2,644.000 1,322.00 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 1,418.000 2,836.00 S) 38 SIGNAL AND LIGHTING LS 120,000.0000 120,000.00 1.000 120,000.00 S) 39 MODIFY SIGNAL AND LIGHTING LS 25,000.0000 25,000.00 1.000 25,000.00 S) (CITY STREET LOCATION 1) 40 SIGNAL AND LIGHTING LS 45,000.0000 45,000.00 1.000 45,000.00 S) (CITY STREET LOCATION 2) 41 SIGNAL AND LIGHTING LS 45,000.0000 45,000.00 1.000 45,000.00 S) (CITY STREET LOCATION 3) 42 MODIFY SIGNAL AND LIGHTING LS 25,000.0000 25,000.00 1.000 25,000.00 S) (CITY STREET LOCATION 4) 43 LIGHTING LS 30,000.0000 30,000.00 1.000 30,000.00 S) 44 LIGHTING AND SIGN ILLUMINATION LS 30,000.0000 30,000.00 1.000 30,000.00 S) 45 ELECTRIC SERVICE (LIFT STATION) LS 5,000.0000 5,000.00 1.000 5,000.00 S) 46 CLOSED CIRCUIT TELEVISION SYSTEM LS 10,000.0000 10,000.00 1.000 10,000.00 S) 47 MODIFY FIBER OPTIC SYSTEM (CITY) LS 40,000.0000 40,000.00 1.000 40,000.00 S) 48 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 49 ABANDON MANHOLE EA 500.0000 1,000.00 2.000 1,000.00 50 ABANDON SEWER MANHOLE EA 1,000.0000 3,000.00 4.000 4,000.00 51 ABANDON PIPELINE M 20.0000 15,000.00 750.000 15,000.00 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 3.000 6,000.00 55 SAND BACKFILL M3 40.0000 17,600.00 220.000 8,800.00 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 07/18/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-2A7704 TIME 10:01 AM ESTIMATE NO. 38 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 06/27/11 R.E. NAME: DEOL HARMINDER DATE OF THIS ESTIMATE 07/18/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 92,000.00 920.000 92,000.00 59 FIRE HYDRANT EA 500.0000 5,500.00 11.000 5,500.00 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 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 07/18/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-2A7704 TIME 10:01 AM ESTIMATE NO. 38 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 06/27/11 R.E. NAME: DEOL HARMINDER DATE OF THIS ESTIMATE 07/18/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 24,400.00 15,300,534.10 ADJUSTMENT OF COMPENSATION 0.00 -84,325.71 EXTRA WORK 9,527.40 1,053,960.60 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 33,927.40 16,270,168.99 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 33,927.40 17,910,168.99 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 5,000.00 -11,000.00 TOTAL 38,927.40 17,899,168.99 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 07/09/08 620 09/02/08 03/02/08 06/27/11 671 6 115 0 100% 100% DEOL HARMINDER RESIDENT ENGINEER PROGRAM CAS145 DATE 07/18/11