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 05/21/09 EST. NO.16 TIME 07:40 AM R.E. NAME: SHIVINDER SINGH 10-362504 --------------------------------------------------------------------------- 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 0159-1 -715.97 E.W. @ F.A.(+) 052008 N 0100.1 DAO CORRECTING ENTRY 0159-2 687.67 052008 N 0100.1 DAO CORRECTING ENTRY 0160-1 -966.37 050208 N 0095.1 DAO CORRECTING ENTRY 0160-2 927.93 050208 N 0095.1 DAO CORRECTING ENTRY 0161-1 -1,808.56 051908 N 0099.1 DAO CORRECTING ENTRY 0161-2 1,738.35 051908 N 0099.1 DAO CORRECTING ENTRY 0162-1 -222.10 020909 N 0265.1 DAO CORRECTING ENTRY 0162-2 213.75 020909 N 0265.1 DAO CORRECTING ENTRY 0181 762.54 050808 N 0266.1 0182 774.27 052208 N 0267.1 0183 628.69 052308 N 0268.1 0184 150.26 040109 Y 0394.0 0185 148.68 040309 Y 0395.0 0186 148.68 040609 Y 0396.0 0187 148.68 040709 Y 0397.0 0188 148.68 040809 Y 0398.0 0189 148.68 040909 Y 0399.0 0190 770.16 041509 Y 0402.0 0191 360.09 041509 N 0403.0 0192 461.31 041609 N 0404.0 0193 480.12 041709 N 0405.0 0194 517.46 042009 N 0406.0 0195 478.70 042109 N 0407.0 0196 740.29 042209 N 0408.0 0197 924.37 042309 N 0409.0 0198 924.37 042409 N 0410.0 0199 924.37 042709 N 0411.0 0200 924.37 042809 N 0412.0 0201 594.98 042909 N 0413.0 0202 517.46 043009 N 0414.0 0203 148.68 041309 Y 0400.0 0204 148.68 041409 Y 0401.0 009 0033-1 -1,061.67 E.W. @ F.A.(+) 021809 N 0351.0 DAO CORRECTING ENTRY 0033-2 1,020.66 021809 N 0351.0 DAO CORRECTING ENTRY 0034-1 -1,061.67 021909 N 0352.0 DAO CORRECTING ENTRY 0034-2 1,020.66 021909 N 0352.0 DAO CORRECTING ENTRY 0035-1 -1,013.36 022009 N 0353.0 DAO CORRECTING ENTRY 0035-2 974.40 022009 N 0353.0 DAO CORRECTING ENTRY 0036-1 -162.61 022309 N 0354.0 DAO CORRECTING ENTRY 0036-2 156.37 022309 N 0354.0 DAO CORRECTING ENTRY 0037-1 -462.28 022509 N 0355.0 DAO CORRECTING ENTRY 0037-2 444.52 022509 N 0355.0 DAO CORRECTING ENTRY 0038-1 -664.43 030309 N 0357.0 DAO CORRECTING ENTRY 0038-2 638.22 030309 N 0357.0 DAO CORRECTING ENTRY 0039-1 -1,199.78 030409 N 0358.0 DAO CORRECTING ENTRY 0039-2 1,152.31 030409 N 0358.0 DAO CORRECTING ENTRY 0040-1 -2,159.78 030509 N 0359.0 DAO CORRECTING ENTRY 0040-2 2,076.34 030509 N 0359.0 DAO CORRECTING ENTRY 0041-1 -2,159.78 030609 N 0360.0 DAO CORRECTING ENTRY 0041-2 2,076.34 030609 N 0360.0 DAO CORRECTING ENTRY 0042-1 -1,584.77 031009 N 0362.0 DAO CORRECTING ENTRY PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 05/21/09 EST. NO.16 TIME 07:40 AM R.E. NAME: SHIVINDER SINGH 10-362504 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0042-2 1,523.52 031009 N 0362.0 DAO CORRECTING ENTRY 0043-1 -1,337.44 031109 N 0363.0 DAO CORRECTING ENTRY 0044-1 -1,056.05 031209 N 0364.0 DAO CORRECTING ENTRY 0044-2 1,015.26 031209 N 0364.0 DAO CORRECTING ENTRY 0045-1 -1,407.37 110408 N 0196.2 DAO CORRECTING ENTRY 0045-2 1,352.11 110408 N 0196.2 DAO CORRECTING ENTRY 0046-1 -480.07 012009 N 0203.0 DAO CORRECTING ENTRY 0047 710.91 031009 N 0393.0 0048 423.35 032509 N 0391.0 0049 1,015.26 032609 N 0392.0 0050 344.61 030609 N 0415.0 0051 245.25 030309 N 0416.0 0052 932.81 041409 N 0417.0 0053 161.19 043009 N 0418.0 0054 781.18 030509 N 0419.0 010 0017-1 -1,766.30 E.W. @ F.A.(+) 061108 N 0272.1 DAO CORRECTING ENTRY 0017-2 1,694.35 061108 N 0272.1 DAO CORRECTING ENTRY 0018-1 -879.60 071008 N 0246.1 DAO CORRECTING ENTRY 0018-2 844.90 071008 N 0246.1 DAO CORRECTING ENTRY 0019-1 -1,933.86 090508 N 0248.1 DAO CORRECTING ENTRY 0019-2 1,855.23 090508 N 0248.1 DAO CORRECTING ENTRY 0024 1,411.49 082108 N 0247.1 0025 405.32 041709 N 0420.0 011 0006-1 -1,415.94 E.W. @ F.A.(+) 030409 N 0366.0 DAO CORRECTING ENTRY 0006-2 1,354.38 030409 N 0366.0 DAO CORRECTING ENTRY 0007-1 -1,200.00 030409 N 0368.0 DAO CORRECTING ENTRY 0008 1,200.00 121008 N 0269.1 0009 2,462.50 121008 N 0251.0 019 0007 1,698.55 E.W. @ F.A.(+) 101308 N 0264.1 020 0050 889.85 E.W. @ F.A.(+) 092408 N 0335.0 20,704.35 TOTAL THIS ESTIMATE 720,009.12 TOTAL PREVIOUS ESTIMATE 740,713.47 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 05/21/09 EST. NO.16 TIME 07:40 AM R.E. NAME: SHIVINDER SINGH 10-362504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE BENT 3 PILE 9 BRIDGE -400.00 12 0.00 -400.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 12 REC'ED PAYROLLS#12 10,000.00 15 0.00 0.00 TOTAL DEDUCTIONS 0.00 -400.00 PROGRAM CAS145 PAGE 1 DATE 05/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-362504 TIME 07:40 AM ESTIMATE NO. 16 BID OPENING 07/24/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 05/21/09 LOCATION PROGRESS ESTIMATE 10-CAL-4-R21.1/R23.4 ----------------- TEICHERT CONSTRUCTION IN CALAVERAS COUNTY IN AND NEAR P.O. BOX 1118 ANGELS CAMP FROM 0.3 KM WEST OF STOCKTON, CA-95201 ROUTE 4 AND 49 INTERSECTION TO 0.9 KM EAST OF ROLLERI BYPASS ROAD FED. AID NO. N O N E CONSTRUCT HIGHWAY AND BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ 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 2,700.0000 2,700.00 0.500 1,350.00 02 TIME-RELATED OVERHEAD WDAY 1,900.0000 1,140,000.00 21.000 39,900.00 287.000 545,300.00 03 TEMPORARY FENCE (TYPE ESA) M 9.0000 1,350.00 132.000 1,188.00 04 PREPARE STORM WATER POLLUTION LS 6,750.0000 6,750.00 1.000 6,750.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 134,000.0000 134,000.00 0.040 5,360.00 0.480 64,320.00 06 TEMPORARY LARGE FIBER ROLL BARRIER M 18.0000 27,720.00 58.000 1,044.00 1,313.600 23,644.80 07 TEMPORARY FIBER ROLL M 7.5000 79,500.00 274.000 2,055.00 10,037.700 75,282.75 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 4,500.0000 36,000.00 1.000 4,500.00 7.000 31,500.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 12,000.00 6.000 12,000.00 10 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 15,500.00 52.000 13,000.00 11 STREET SWEEPING LS 40,000.0000 40,000.00 0.040 1,600.00 0.480 19,200.00 12 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.010 500.00 0.760 38,000.00 S) 13 TRAFFIC CONTROL SYSTEM LS 120,000.0000 120,000.00 0.040 4,800.00 0.510 61,200.00 S) 14 TYPE III BARRICADE EA 75.0000 450.00 13.000 975.00 15 TEMPORARY TRAFFIC STRIPE (TAPE) M 12.0000 28,800.00 0.000 0.00 S) 16 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 1,240.00 11.000 440.00 24.000 960.00 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN LS 75,000.0000 75,000.00 0.040 3,000.00 0.480 36,000.00 S) 18 TEMPORARY RAILING (TYPE K) M 65.0000 28,600.00 256.000 16,640.00 329.000 21,385.00 19 TEMPORARY CRASH CUSHION MODULE EA 250.0000 5,500.00 11.000 2,750.00 11.000 2,750.00 20 TEMPORARY TRAFFIC SCREEN M 15.0000 6,600.00 0.000 0.00 S) 21 REMOVE FENCE M 10.0000 40,400.00 440.000 4,400.00 3,691.000 36,910.00 22 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 11.2500 22,500.00 1,148.000 12,915.00 1,148.000 12,915.00 STRIPE PROGRAM CAS145 PAGE 2 DATE 05/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-362504 TIME 07:40 AM ESTIMATE NO. 16 BID OPENING 07/24/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 05/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 8.0000 3,360.00 0.000 0.00 24 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 30.0000 2,220.00 0.000 0.00 25 REMOVE PAVEMENT MARKER EA 2.0000 460.00 0.000 0.00 26 REMOVE ROADSIDE SIGN EA 200.0000 200.00 0.000 0.00 27 REMOVE CULVERT M 400.0000 13,600.00 34.000 13,600.00 28 REMOVE HEADWALL EA 1,500.0000 4,500.00 1.000 1,500.00 2.000 3,000.00 29 RELOCATE ROADSIDE SIGN EA 350.0000 350.00 0.000 0.00 30 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 20.0000 15,200.00 0.000 0.00 S) 31 REMOVE CONCRETE M3 60.0000 2,400.00 59.000 3,540.00 32 CLEARING AND GRUBBING LS 160,000.0000 160,000.00 1.000 160,000.00 33 DEVELOP WATER SUPPLY LS 40,000.0000 40,000.00 1.000 40,000.00 34 ROADWAY EXCAVATION M3 7.0000 3,675,000.00 502,483.000 3,517,381.00 35 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 36 STRUCTURE EXCAVATION (BRIDGE) M3 65.0000 250,250.00 3,850.000 250,250.00 F) 37 STRUCTURE BACKFILL (BRIDGE) M3 85.0000 224,400.00 1,873.300 159,230.50 F) 38 DITCH EXCAVATION M3 15.0000 14,700.00 980.000 14,700.00 39 GEOSYNTHETIC REINFORCEMENT MATERIAL M2 10.0000 65,000.00 6,782.000 67,820.00 40 IMPORTED MATERIAL (SHOULDER BACKING) TONN 75.0000 9,000.00 0.000 0.00 41 DUFF HA 23,000.0000 230,000.00 9.000 207,000.00 S) 42 STRAW (EROSION CONTROL) TONN 800.0000 36,000.00 45.000 36,000.00 S) 43 FIBER (EROSION CONTROL) KG 1.8500 17,297.50 10,257.000 18,975.45 S) 44 COMPOST (EROSION CONTROL) M3 110.0000 79,200.00 795.000 87,450.00 S) 45 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,600.0000 9,600.00 4.000 6,400.00 S) 46 PURE LIVE SEED (EROSION CONTROL) KG 125.0000 61,250.00 538.000 67,250.00 S) 47 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.2500 4,225.00 3,708.000 4,635.00 S) 48 STABILIZING EMULSION (EROSION CONTROL) KG 8.5500 14,449.50 1,953.000 16,698.15 S) 49 FINISHING ROADWAY LS 40,000.0000 40,000.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 05/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-362504 TIME 07:40 AM ESTIMATE NO. 16 BID OPENING 07/24/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 05/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CLASS 2 AGGREGATE BASE M3 45.0000 670,500.00 4,199.000 188,955.00 13,626.000 613,170.00 51 ASPHALT TREATED PERMEABLE BASE M3 125.0000 245,000.00 0.000 0.00 52 ASPHALT CONCRETE TONN 70.0000 1,295,000.00 4,713.960 329,977.20 5,923.000 414,610.00 53 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 30.0000 24,000.00 123.000 3,690.00 AREA) 54 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.0000 1,200.00 0.000 0.00 55 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.0000 13,550.00 0.000 0.00 56 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.0000 6,500.00 0.000 0.00 57 SHOULDER RUMBLE STRIP STA 110.0000 6,050.00 0.000 0.00 (AC, ROLLED-IN INDENTATIONS) 58 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 400.0000 16,000.00 0.000 0.00 S) PILING 59 760 MM CAST-IN-DRILLED-HOLE CONCRETE M 650.0000 370,500.00 567.000 368,550.00 S) PILING (GARDNER LANE UC) 60 760 MM CAST-IN-DRILLED-HOLE CONCRETE M 650.0000 417,300.00 708.700 460,655.00 S) PILING (MURPHYS GRADE RD UC) 61 760 MM CAST-IN-DRILLED-HOLE CONCRETE M 650.0000 448,500.00 689.330 448,064.50 S) PILING (PENSTOCK BRIDGE) 62 760 MM CAST-IN-DRILLED-HOLE CONCRETE M 650.0000 91,000.00 139.000 90,350.00 S) PILING (ANGELS CREEK BRIDGE) 63 PRESTRESSING CAST-IN-PLACE CONCRETE LS 275,000.0000 275,000.00 0.160 44,000.00 1.000 275,000.00 S) 64 TIEDOWN ANCHOR EA 7,000.0000 56,000.00 8.000 56,000.00 S) 65 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 505.0000 532,775.00 1,055.000 532,775.00 F) 66 STRUCTURAL CONCRETE, BRIDGE M3 800.0000 4,496,000.00 222.000 177,600.00 5,564.600 4,451,680.00 F) 67 CLASS 4 CONCRETE (BACKFILL) M3 260.0000 416.00 0.000 0.00 F) 68 CLASS 1 CONCRETE (MINOR STRUCTURE) M3 3,000.0000 273,000.00 91.000 273,000.00 F) 69 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 138,000.00 6.880 13,760.00 55.570 111,140.00 F) 70 SOUND WALL (MASONRY BLOCK) M2 280.0000 131,600.00 0.000 0.00 SF) 71 JOINT SEAL ASSEMBLY (MR 70 MM) M 700.0000 18,200.00 24.400 17,080.00 24.400 17,080.00 S) 72 JOINT SEAL ASSEMBLY (MR 100 MM) M 750.0000 36,000.00 4.800 3,600.00 48.800 36,600.00 S) 73 JOINT SEAL (MR 50 MM) M 250.0000 9,500.00 0.000 0.00 S) 74 BAR REINFORCING STEEL (BRIDGE) KG 2.5000 1,337,500.00 1,000.000 2,500.00 540,317.000 1,350,792.50 SF) 75 BAR REINFORCING STEEL (EPOXY COATED) KG 2.5000 1,025,000.00 65,000.000 162,500.00 409,254.000 1,023,135.00 SF)(BRIDGE) 76 ROADSIDE SIGN - ONE POST EA 250.0000 4,500.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 05/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-362504 TIME 07:40 AM ESTIMATE NO. 16 BID OPENING 07/24/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 05/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 85.0000 85.00 0.000 0.00 METHOD) 78 PREPARE AND PAINT CONCRETE M2 40.0000 24,400.00 0.000 0.00 S) 79 450 MM REINFORCED CONCRETE PIPE M 200.0000 2,000.00 0.000 0.00 (RUBBER GASKET JOINT) 80 600 MM REINFORCED CONCRETE PIPE M 200.0000 276,000.00 69.000 13,800.00 1,178.800 235,760.00 (RUBBER GASKET JOINT) 81 750 MM REINFORCED CONCRETE PIPE M 310.0000 27,900.00 86.000 26,660.00 (RUBBER GASKET JOINT) 82 900 MM REINFORCED CONCRETE PIPE M 475.0000 19,950.00 42.000 19,950.00 (RUBBER GASKET JOINT) 83 1050 MM REINFORCED CONCRETE PIPE M 450.0000 117,000.00 258.000 116,100.00 (RUBBER GASKET JOINT) 84 1650 MM REINFORCED CONCRETE PIPE M 900.0000 99,000.00 98.750 88,875.00 (RUBBER GASKET JOINT) 85 JACKED 600 MM REINFORCED CONCRETE PIPE M 2,400.0000 108,000.00 45.000 108,000.00 (CLASS III, RUBBER GASKET JOINT) 86 450 MM CORRUGATED STEEL PIPE M 600.0000 3,000.00 3.000 1,800.00 (2.77 MM THICK) 87 80 MM PLASTIC PIPE (EDGE DRAIN) M 25.0000 95,750.00 0.000 0.00 88 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 75.0000 44,250.00 0.000 0.00 89 600 MM PLASTIC PIPE DOWNDRAIN M 170.0000 42,500.00 35.500 6,035.00 252.000 42,840.00 90 900 MM CORRUGATED STEEL PIPE RISER M 3,000.0000 4,500.00 0.000 0.00 (3.51 MM THICK) 91 450 MM STEEL FLARED END SECTION EA 3,000.0000 3,000.00 0.000 0.00 92 600 MM CONCRETE FLARED END SECTION EA 1,800.0000 27,000.00 5.000 9,000.00 9.000 16,200.00 93 600 MM PLASTIC FLARED END SECTION EA 1,500.0000 15,000.00 3.000 4,500.00 10.000 15,000.00 94 900 MM PRECAST CONCRETE PIPE INLET M 1,500.0000 33,000.00 21.000 31,500.00 95 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 50.0000 415,000.00 4,200.000 210,000.00 5,400.000 270,000.00 96 ROCK SLOPE PROTECTION M3 70.0000 6,510.00 93.000 6,510.00 (FACING, METHOD B) 97 ROCK SLOPE PROTECTION M3 70.0000 143,500.00 43.000 3,010.00 1,957.000 136,990.00 (BACKING NO. 1, METHOD B) 98 ROCK SLOPE PROTECTION FABRIC M2 2.0000 31,400.00 4,303.000 8,606.00 12,514.000 25,028.00 99 MISCELLANEOUS IRON AND STEEL KG 4.5000 34,429.50 1,609.000 7,240.50 SF) 00 FENCE (TYPE WM, METAL POST) M 30.0000 243,600.00 6,658.000 199,740.00 S) 01 1.5 M WIRE MESH GATE EA 1,000.0000 14,000.00 0.000 0.00 S) 02 4.3 M WIRE MESH GATE EA 1,100.0000 1,100.00 0.000 0.00 S) 03 6.4 M WIRE MESH GATE EA 1,400.0000 1,400.00 1.000 1,400.00 S) PROGRAM CAS145 PAGE 5 DATE 05/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-362504 TIME 07:40 AM ESTIMATE NO. 16 BID OPENING 07/24/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 05/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 DELINEATOR (CLASS 1) EA 30.0000 870.00 13.000 390.00 S) 05 MILEPOST MARKER EA 60.0000 480.00 0.000 0.00 06 GUARD RAILING DELINEATOR EA 25.0000 1,875.00 0.000 0.00 S) 07 OBJECT MARKER EA 45.0000 990.00 3.000 135.00 08 METAL BEAM GUARD RAILING (WOOD POST) M 79.3000 153,049.00 0.000 0.00 S) 09 TRANSITION RAILING (TYPE WB) EA 4,500.0000 58,500.00 0.000 0.00 S) 10 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,300.0000 3,300.00 0.000 0.00 S) 11 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,800.0000 28,000.00 0.000 0.00 S) 12 CONCRETE BARRIER (TYPE 736 MODIFIED) M 250.0000 284,000.00 845.700 211,425.00 F) 13 CONCRETE BARRIER (TYPE 736S) M 400.0000 16,000.00 0.000 0.00 F) 14 THERMOPLASTIC PAVEMENT MARKING M2 52.0000 10,400.00 0.000 0.00 S) 15 THERMOPLASTIC TRAFFIC STRIPE M 1.8500 26,455.00 1,960.000 3,626.00 1,960.000 3,626.00 S) (SPRAYABLE) 16 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 800.00 0.000 0.00 S) 17 ELECTRICAL CONDUIT (BRIDGE) M 15.0000 17,250.00 927.000 13,905.00 S) 18 MODIFY SIGNAL AND LIGHTING LS 247,000.0000 247,000.00 1.000 247,000.00 S) PROGRAM CAS145 PAGE 6 DATE 05/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-362504 TIME 07:40 AM ESTIMATE NO. 16 BID OPENING 07/24/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 05/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,299,953.20 18,035,927.15 ADJUSTMENT OF COMPENSATION 0.00 43,136.00 EXTRA WORK 20,704.35 697,577.47 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,320,657.55 18,776,640.62 19 MOBILIZATION LS 2350,000.0000 2,350,000.00 1.000 2,350,000.00 ORIGINAL CONTRACT AMOUNT 23,823,106.50 TOTAL WORK COMPLETED 1,320,657.55 21,126,640.62 MATERIALS ON HAND ON SITE 63,325.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -400.00 TOTAL 1,320,657.55 21,189,565.62 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 09/07/07 600 09/22/07 03/17/08 08/19/10 287 7 0 116 86% 29% PROGRESS IS SATISFACTORY CCO SHIVINDER SINGH RESIDENT ENGINEER PROGRAM CAS145 DATE 05/21/09