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 07/22/09 EST. NO.18 TIME 10:18 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 0215 553.16 E.W. @ F.A.(+) 051909 N 0447.0 0216 553.16 052009 N 0448.0 0217 636.06 052109 N 0449.0 0218 636.06 052209 N 0450.0 0219 968.84 061509 N 0468.0 0220 1,712.36 061609 N 0469.0 0221 146.77 031809 Y 0459.0 0227 253.44 052009 Y 0465.0 0228 983.17 060209 Y 0466.0 009 0058 1,222.71 E.W. @ F.A.(+) 051409 N 0438.0 0059 328.83 051509 N 0439.0 010 0032 322.38 E.W. @ F.A.(+) 052009 N 0451.0 0034 1,576.68 052609 N 0453.0 0035 1,007.74 052709 N 0454.0 0036 1,151.72 060209 N 0457.0 0037 1,151.72 060309 N 0458.0 0038 232.33 062509 N 0470.0 0039 232.33 062609 N 0471.0 0040 232.33 062909 N 0472.0 011 0013 1,816.13 E.W. @ F.A.(+) 061009 N 0467.0 023 0001 7,174.00 E.W. @ L.S.(+) 063009 N 0473.0 22,891.92 TOTAL THIS ESTIMATE 758,079.47 TOTAL PREVIOUS ESTIMATE 780,971.39 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 07/22/09 EST. NO.18 TIME 10:18 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 MISSING PAYROLLS -10,000.00 18 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,400.00 PROGRAM CAS145 PAGE 1 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-362504 TIME 10:18 AM ESTIMATE NO. 18 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 07/20/09 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 07/22/09 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 0.750 2,025.00 02 TIME-RELATED OVERHEAD WDAY 1,900.0000 1,140,000.00 23.000 43,700.00 328.000 623,200.00 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 0.550 73,700.00 06 TEMPORARY LARGE FIBER ROLL BARRIER M 18.0000 27,720.00 1,313.600 23,644.80 07 TEMPORARY FIBER ROLL M 7.5000 79,500.00 10,037.700 75,282.75 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 4,500.0000 36,000.00 8.000 36,000.00 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 54.000 13,500.00 11 STREET SWEEPING LS 40,000.0000 40,000.00 0.040 1,600.00 0.550 22,000.00 12 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.010 500.00 0.780 39,000.00 S) 13 TRAFFIC CONTROL SYSTEM LS 120,000.0000 120,000.00 0.040 4,800.00 0.580 69,600.00 S) 14 TYPE III BARRICADE EA 75.0000 450.00 5.000 375.00 18.000 1,350.00 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 24.000 960.00 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN LS 75,000.0000 75,000.00 0.040 3,000.00 0.550 41,250.00 S) 18 TEMPORARY RAILING (TYPE K) M 65.0000 28,600.00 329.000 21,385.00 19 TEMPORARY CRASH CUSHION MODULE EA 250.0000 5,500.00 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 3,691.000 36,910.00 22 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 11.2500 22,500.00 1,148.000 12,915.00 STRIPE PROGRAM CAS145 PAGE 2 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-362504 TIME 10:18 AM ESTIMATE NO. 18 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 07/20/09 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 07/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 15,200.00 546.000 10,920.00 546.000 10,920.00 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 2,640.000 224,400.00 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 84.000 6,300.00 84.000 6,300.00 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 10,444.000 19,321.40 S) 44 COMPOST (EROSION CONTROL) M3 110.0000 79,200.00 809.000 88,990.00 S) 45 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,600.0000 9,600.00 5.000 8,000.00 S) 46 PURE LIVE SEED (EROSION CONTROL) KG 125.0000 61,250.00 548.000 68,500.00 S) 47 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.2500 4,225.00 3,776.000 4,720.00 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 0.700 28,000.00 0.700 28,000.00 PROGRAM CAS145 PAGE 3 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-362504 TIME 10:18 AM ESTIMATE NO. 18 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 07/20/09 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 07/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 13,706.000 616,770.00 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 5,216.440 365,150.80 14,224.630 995,724.10 53 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 30.0000 24,000.00 17.000 510.00 140.000 4,200.00 AREA) 54 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.0000 1,200.00 225.000 1,125.00 225.000 1,125.00 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 2,655.000 13,275.00 2,655.000 13,275.00 57 SHOULDER RUMBLE STRIP STA 110.0000 6,050.00 26.000 2,860.00 37.000 4,070.00 (AC, ROLLED-IN INDENTATIONS) 58 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 400.0000 16,000.00 39.200 15,680.00 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 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 20.500 16,400.00 5,585.100 4,468,080.00 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 1.010 2,020.00 61.240 122,480.00 F) 70 SOUND WALL (MASONRY BLOCK) M2 280.0000 131,600.00 470.000 131,600.00 470.000 131,600.00 SF) 71 JOINT SEAL ASSEMBLY (MR 70 MM) M 700.0000 18,200.00 24.400 17,080.00 S) 72 JOINT SEAL ASSEMBLY (MR 100 MM) M 750.0000 36,000.00 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 1,337,500.00 540,390.000 1,350,975.00 SF) 75 BAR REINFORCING STEEL (EPOXY COATED) KG 2.5000 1,025,000.00 410,000.000 1,025,000.00 SF)(BRIDGE) 76 ROADSIDE SIGN - ONE POST EA 250.0000 4,500.00 13.000 3,250.00 13.000 3,250.00 PROGRAM CAS145 PAGE 4 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-362504 TIME 10:18 AM ESTIMATE NO. 18 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 07/20/09 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 07/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 85.00 1.000 85.00 METHOD) 78 PREPARE AND PAINT CONCRETE M2 40.0000 24,400.00 645.000 25,800.00 645.000 25,800.00 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 37.000 7,400.00 1,222.800 244,560.00 (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 6.000 3,600.00 (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 42,500.00 252.000 42,840.00 90 900 MM CORRUGATED STEEL PIPE RISER M 3,000.0000 4,500.00 1.520 4,560.00 1.520 4,560.00 (3.51 MM THICK) 91 450 MM STEEL FLARED END SECTION EA 3,000.0000 3,000.00 2.000 6,000.00 2.000 6,000.00 92 600 MM CONCRETE FLARED END SECTION EA 1,800.0000 27,000.00 2.000 3,600.00 11.000 19,800.00 93 600 MM PLASTIC FLARED END SECTION EA 1,500.0000 15,000.00 2.000 3,000.00 12.000 18,000.00 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 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 143,500.00 351.000 24,570.00 2,320.000 162,400.00 (BACKING NO. 1, METHOD B) 98 ROCK SLOPE PROTECTION FABRIC M2 2.0000 31,400.00 546.000 1,092.00 13,100.000 26,200.00 99 MISCELLANEOUS IRON AND STEEL KG 4.5000 34,429.50 3,985.000 17,932.50 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 8.000 8,000.00 8.000 8,000.00 S) 02 4.3 M WIRE MESH GATE EA 1,100.0000 1,100.00 4.000 4,400.00 4.000 4,400.00 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 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-362504 TIME 10:18 AM ESTIMATE NO. 18 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 07/20/09 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 07/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 10.000 300.00 23.000 690.00 S) 05 MILEPOST MARKER EA 60.0000 480.00 4.000 240.00 4.000 240.00 06 GUARD RAILING DELINEATOR EA 25.0000 1,875.00 77.000 1,925.00 77.000 1,925.00 S) 07 OBJECT MARKER EA 45.0000 990.00 7.000 315.00 10.000 450.00 08 METAL BEAM GUARD RAILING (WOOD POST) M 79.3000 153,049.00 804.000 63,757.20 1,886.000 149,559.80 S) 09 TRANSITION RAILING (TYPE WB) EA 4,500.0000 58,500.00 7.000 31,500.00 13.000 58,500.00 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 4.000 11,200.00 10.000 28,000.00 S) 12 CONCRETE BARRIER (TYPE 736 MODIFIED) M 250.0000 284,000.00 109.300 27,325.00 1,136.000 284,000.00 F) 13 CONCRETE BARRIER (TYPE 736S) M 400.0000 16,000.00 5.000 2,000.00 40.000 16,000.00 F) 14 THERMOPLASTIC PAVEMENT MARKING M2 52.0000 10,400.00 159.000 8,268.00 159.000 8,268.00 S) 15 THERMOPLASTIC TRAFFIC STRIPE M 1.8500 26,455.00 12,298.000 22,751.30 14,258.000 26,377.30 S) (SPRAYABLE) 16 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 800.00 152.000 760.00 152.000 760.00 S) 17 ELECTRICAL CONDUIT (BRIDGE) M 15.0000 17,250.00 53.000 795.00 1,219.000 18,285.00 S) 18 MODIFY SIGNAL AND LIGHTING LS 247,000.0000 247,000.00 1.000 247,000.00 S) PROGRAM CAS145 PAGE 6 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-362504 TIME 10:18 AM ESTIMATE NO. 18 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 07/20/09 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 07/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 902,189.30 19,512,822.30 ADJUSTMENT OF COMPENSATION 0.00 43,136.00 EXTRA WORK 22,891.92 737,835.39 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 925,081.22 20,293,793.69 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 925,081.22 22,643,793.69 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -10,400.00 TOTAL 915,081.22 22,633,393.69 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 08/20/10 329 7 0 116 92% 36% PROGRESS IS SATISFACTORY CCO SHIVINDER SINGH RESIDENT ENGINEER PROGRAM CAS145 DATE 07/22/09