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 07/23/09 EST. NO.42 TIME 08:16 AM R.E. NAME: COHEN, SEBASTIAN 01-397514 --------------------------------------------------------------------------- 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 0259 1,544.59 E.W. @ F.A.(+) 052109 N 2861.0 0260 3,801.78 051109 N 2862.0 0261 3,620.52 051209 N 2863.0 0262 3,620.52 051309 N 2864.0 0263 3,620.52 051409 N 2865.0 0264 3,620.52 051509 N 2866.0 005 0222 663.34 E.W. @ F.A.(+) 060309 Y 2833.0 0223 232.22 060109 Y 2834.0 0224 1,039.15 060109 N 2869.0 0225 920.70 060309 N 2870.0 007 0042 488.47 E.W. @ F.A.(+) 061909 Y 2844.0 0043 1,662.66 062309 Y 2846.0 0044 7,848.00 062309 Y 2847.0 0045 155.82 061909 Y 2848.0 0046 2,423.45 062609 Y 2855.0 009 0058 1,576.94 E.W. @ F.A.(+) 112008 Y 2749.0 011 0172 20,020.00 E.W. @ F.A.(+) 062209 Y 2835.0 014 0017 1,309.83 E.W. @ F.A.(+) 051809 N 2815.0 0018 3,938.17 051909 N 2817.0 0019 1,153.68 052009 N 2819.0 0020 421.72 052209 N 2820.0 015 0989 259.58 E.W. @ F.A.(+) 052709 Y 2806.0 0990 259.58 052809 Y 2807.0 0991 173.06 052909 Y 2808.0 0992 589.13 031909 N 2672.1 0993 653.03 042009 N 2758.1 0994 259.58 060109 Y 2828.0 0995 259.58 060209 Y 2829.0 0996 259.58 060309 Y 2830.0 0997 259.58 060409 Y 2831.0 0998 259.58 060509 Y 2832.0 0999 259.58 060809 Y 2837.0 1000 259.58 060909 Y 2838.0 1001 259.58 061009 Y 2839.0 1002 259.58 061109 Y 2840.0 1003 259.58 061209 Y 2841.0 1004 259.58 061509 Y 2849.0 1005 259.58 061609 Y 2850.0 1006 259.58 061709 Y 2851.0 1007 259.58 061809 Y 2852.0 1008 259.58 061909 Y 2853.0 1009 259.58 062209 Y 2856.0 1010 259.58 062309 Y 2857.0 1011 259.58 062409 Y 2858.0 1012 259.58 062509 Y 2859.0 1013 259.58 062609 Y 2860.0 017 0155 189.11 E.W. @ F.A.(+) 031209 N 2674.1 0156 823.05 051209 N 2872.0 0157 784.83 051509 N 2873.0 036 0023 3,176.30 E.W. @ F.A.(+) 051809 N 2816.0 037 0037 2,124.40 E.W. @ U.P (+) 061709 N 2826.0 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 07/23/09 EST. NO.42 TIME 08:16 AM R.E. NAME: COHEN, SEBASTIAN 01-397514 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0038 84.80 053109 Y 2827.0 039 0235 2,042.10 E.W. @ F.A.(+) 042109 N 2780.0 046 0015 33,200.00 A.C. @ L.S.(+) 071509 N 1 0 050 0007 10,602.62 E.W. @ F.A.(+) 050709 N 2763.0 056 0011 21,000.00 A.C. @ L.S.(+) 071509 N 1 0 057 0002 1,569.78 E.W. @ F.A.(+) 052609 N 2821.0 073 0016 824.87 E.W. @ F.A.(+) 050109 N 2747.0 0017 719.64 032309 Y 2681.0 0018 719.64 032409 Y 2682.0 0020 671.24 032709 Y 2685.0 0021 3,055.56 032409 Y 2632.1 0022 3,578.62 033009 Y 2779.0 0023 2,381.27 032509 Y 2633.0 0025 1,054.83 040209 Y 2686.0 159,411.24 TOTAL THIS ESTIMATE 5,433,295.90 TOTAL PREVIOUS ESTIMATE 5,592,707.14 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 07/23/09 EST. NO.42 TIME 08:16 AM R.E. NAME: COHEN, SEBASTIAN 01-397514 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ACL WATER BD FINE -10,000.00 28 SWPPP VIOLATION -313,231.41 33 RTN SWPPP DEDUCT 313,231.41 34 0.00 -10,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 16 REC'D FHWA 1391 10,000.00 19 FHWA FORM 1391 -10,000.00 31 REC'D FHWA 1391 10,000.00 32 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 8/06 -1,000.00 02 RETURN 8/06 DEDUCT 1,000.00 04 PER LTR DATED 1/07 -3,000.00 08 PER LTR 02/07 -10,000.00 09 RECV'D PAYROLLS 3,000.00 09 PER LTR DATED 03/07 -10,000.00 10 CERTIFIED PAYROLLS 20,000.00 12 PER LTR DATED 5/07 -1,000.00 12 PER LTR DATED 07/07 -10,000.00 15 PER LTR DATED 8/07 -3,000.00 16 REC'VD PAYROLLS 11,000.00 18 PER LTR 10/07 -10,000.00 19 PER LTR 11/07 -10,000.00 21 PER LTR 12/07 -5,000.00 22 REC'D PAYROLLS 10,000.00 22 PER LTR 01/08 -2,000.00 23 REC'D PAYROLLS 8,000.00 23 PER LTR 02/08 -1,000.00 24 REC'D NOV & JAN PAYR 12,000.00 24 RETURN 2/08 DEDUCT 1,000.00 25 PER LTR 05/08 -6,000.00 28 PER LTR 07/08 -10,000.00 30 PER LTR 08/08 -10,000.00 31 PER LTR DATED 09/08 -5,000.00 32 PER LTR 10/08 -10,000.00 33 RTN 08/08 09/08 15,000.00 34 PER 12/08 LTR -2,000.00 35 PER 01/09 LTR -2,000.00 36 RTN 05,07,12/08 18,000.00 36 PER LTR 02/09 -10,000.00 37 RTN 10/08 DEDUCT 10,000.00 37 RTN 02/09 DEDUCT 10,000.00 38 PER LTR DATED 4/09 -10,000.00 39 RETURN PREV. DEDUCT 2,000.00 39 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 07/23/09 EST. NO.42 TIME 08:16 AM R.E. NAME: COHEN, SEBASTIAN 01-397514 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PER LTR DATED 7-09 10,000.00 42 PER LTR DATED 7-09 -5,000.00 42 5,000.00 -5,000.00 TOTAL DEDUCTIONS 5,000.00 -15,000.00 PROGRAM CAS145 PAGE 1 DATE 07/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-397514 TIME 08:16 AM ESTIMATE NO. 42 BID OPENING 05/09/06 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: COHEN, SEBASTIAN DATE OF THIS ESTIMATE 07/23/09 LOCATION PROGRESS ESTIMATE 01-MEN-101-98.9/R100.8 ----------------- M C M CONSTRUCTION INC IN MENDOCINO COUNTY NEAR LEGGETT P O BOX 620 FROM 2.9 KM SOUTH TO 0.3 KM NORTH NORTH HIGHLANDS CA 95660 OF RED MOUNTAIN CREEK FED. AID NO. ER-37B3(4)E REALIGN ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 16,000.0000 16,000.00 0.750 12,000.00 02 TIME-RELATED OVERHEAD WDAY 5,000.0000 3,975,000.00 26.000 130,000.00 727.000 3,635,000.00 03 TEMPORARY FENCE (TYPE ESA) M 40.0000 57,200.00 1,567.000 62,680.00 04 PREPARE STORM WATER POLLUTION LS 7,125.0000 7,125.00 0.750 5,343.75 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 90,000.0000 90,000.00 0.033 2,970.00 0.920 82,800.00 06 TEMPORARY SILT FENCE M 50.0000 77,500.00 5,055.800 252,790.00 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 7,500.0000 22,500.00 3.000 22,500.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 15,000.0000 60,000.00 5.000 75,000.00 09 MOVE-IN/MOVE-OUT EA 3,900.0000 31,200.00 7.000 27,300.00 S) (TEMPORARY EROSION CONTROL) 10 TEMPORARY DRAINAGE INLET PROTECTION EA 1,900.0000 5,700.00 9.000 17,100.00 11 TEMPORARY HYDRAULIC MULCH M2 4.6000 39,100.00 16,399.600 75,438.16 (BONDED FIBER MATRIX) 12 CONSTRUCTION AREA SIGNS LS 7,000.0000 7,000.00 0.800 5,600.00 S) 13 TRAFFIC CONTROL SYSTEM LS 350,000.0000 350,000.00 0.033 11,550.00 0.924 323,400.00 S) 14 TYPE III BARRICADE EA 525.0000 2,100.00 0.000 0.00 15 TEMPORARY PAVEMENT MARKING (TAPE) M2 100.0000 2,400.00 11.700 1,170.00 S) 16 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.5500 19,065.00 5,440.900 8,433.40 7,795.900 12,083.65 S) 17 TRAFFIC PLASTIC DRUM EA 50.0000 11,000.00 90.000 4,500.00 134.000 6,700.00 S) 18 TEMPORARY PAVEMENT MARKER EA 3.0000 3,570.00 306.000 918.00 622.000 1,866.00 S) 19 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 60,000.00 4.000 60,000.00 S) 20 TEMPORARY FLASHING BEACON LS 25,000.0000 25,000.00 0.700 17,500.00 S) (SOLAR POWERED) 21 TEMPORARY RAILING (TYPE K) M 80.0000 67,200.00 73.200 5,856.00 834.200 66,736.00 S) 22 TEMPORARY CRASH CUSHION MODULE EA 500.0000 7,000.00 14.000 7,000.00 14.000 7,000.00 S) PROGRAM CAS145 PAGE 2 DATE 07/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-397514 TIME 08:16 AM ESTIMATE NO. 42 BID OPENING 05/09/06 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: COHEN, SEBASTIAN DATE OF THIS ESTIMATE 07/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ABANDON CULVERT EA 4,700.0000 9,400.00 2.000 9,400.00 24 OBLITERATE SURFACING M2 2.5000 4,775.00 2,877.000 7,192.50 25 REMOVE METAL BEAM GUARD RAILING M 25.0000 12,000.00 100.000 2,500.00 S) 26 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 4.0000 17,320.00 4,330.000 17,320.00 S) STRIPE 27 REMOVE PAINTED TRAFFIC STRIPE M 3.0000 11,160.00 0.000 0.00 S) 28 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 1,560.00 520.000 1,560.00 S) 29 REMOVE ROADSIDE SIGN (WOOD POST) EA 200.0000 3,200.00 13.000 2,600.00 30 REMOVE CULVERT EA 40,000.0000 40,000.00 0.000 0.00 31 REMOVE INLET EA 250.0000 750.00 1.000 250.00 2.000 500.00 32 REMOVE DOWNDRAIN EA 4,800.0000 9,600.00 1.000 4,800.00 33 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 60.0000 4,200.00 0.000 0.00 S) 34 RESET TEMPORARY RAILING (TYPE K) M 12.0000 7,800.00 427.000 5,124.00 427.000 5,124.00 35 CLEARING AND GRUBBING LS 145,000.0000 145,000.00 1.000 145,000.00 36 LEAD COMPLIANCE PLAN LS 5,700.0000 5,700.00 1.000 5,700.00 37 ROCK EXCAVATION M3 23.0000 7,038,000.00 3,050.000 70,150.00 353,288.500 8,125,635.50 38 STRIPPING EXCAVATION M3 20.0000 13,600.00 680.000 13,600.00 F) 39 DRILL HOLE (PRESPLITTING) M 10.0000 137,000.00 1,136.800 11,368.00 40 SHOULDER BACKING M3 99.0000 17,820.00 0.000 0.00 41 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 448,000.00 4,452.610 445,261.00 F) 42 STRUCTURE EXCAVATION (ABOVE PIER COLUMN) M3 417.0000 225,180.00 540.000 225,180.00 F) 43 STRUCTURE EXCAVATION (PIER COLUMN) M3 1,500.0000 855,000.00 570.104 855,156.00 F) 44 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 100.0000 185,000.00 1,850.000 185,000.00 F) 45 STRUCTURE BACKFILL (BRIDGE) M3 80.0000 192,000.00 2,440.860 195,268.80 F) 46 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 60.0000 69,000.00 875.000 52,500.00 F) 47 LEAN CONCRETE BACKFILL M3 500.0000 170,000.00 340.000 170,000.00 F) 48 FURNISH TIRE DERIVED AGGREGATE (TDA) TONN 200.0000 680,000.00 186.200 37,240.00 1,961.900 392,380.00 S) 49 PLACE TIRE DERIVED AGGREGATE (TDA) TONN 25.0000 85,000.00 104.500 2,612.50 1,776.500 44,412.50 PROGRAM CAS145 PAGE 3 DATE 07/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-397514 TIME 08:16 AM ESTIMATE NO. 42 BID OPENING 05/09/06 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: COHEN, SEBASTIAN DATE OF THIS ESTIMATE 07/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 SELECT MATERIAL (TDA) M3 32.0000 97,600.00 833.000 26,656.00 51 FILTER FABRIC (TDA) M2 5.0000 20,000.00 2,092.500 10,462.50 52 150 MM PERFORATED PLASTIC PIPE M 171.0000 6,840.00 6.100 1,043.10 6.100 1,043.10 UNDERDRAIN (TDA) 53 WEED CONTROL MAT (FIBER) M2 75.0000 67,500.00 0.000 0.00 54 IMPORTED TOPSOIL M3 160.0000 353,600.00 552.500 88,400.00 1,657.500 265,200.00 55 CULTIVATE M2 2.0000 44,200.00 0.000 0.00 56 STRAW (EROSION CONTROL) TONN 950.0000 30,400.00 13.200 12,540.00 17.800 16,910.00 S) 57 FIBER (EROSION CONTROL) TONN 950.0000 20,900.00 12.800 12,160.00 14.300 13,585.00 S) 58 FIBER ROLLS M 14.0000 60,200.00 610.000 8,540.00 2,138.300 29,936.20 59 COMPOST (EROSION CONTROL) M3 590.0000 13,570.00 1.620 955.80 S) 60 COMPOST (MITIGATION PLANTING AREA) M3 656.0000 32,800.00 45.000 29,520.00 45.000 29,520.00 S) 61 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 4,000.0000 24,000.00 2.000 8,000.00 3.000 12,000.00 S) 62 PURE LIVE SEED (EROSION CONTROL) KG 45.0000 70,200.00 535.600 24,102.00 779.950 35,097.75 S) 63 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.6000 6,240.00 348.300 905.58 S) 64 STABILIZING EMULSION (EROSION CONTROL) KG 3.9000 3,900.00 40.000 156.00 S) 65 CLASS 2 AGGREGATE BASE M3 77.0000 531,300.00 659.000 50,743.00 5,037.500 387,887.50 66 ASPHALT TREATED PERMEABLE BASE M3 264.0000 195,360.00 417.800 110,299.20 67 ASPHALT CONCRETE (TYPE A, 19-MM TONN 135.0000 1,159,650.00 1,206.000 162,810.00 5,650.000 762,750.00 MAXIMUM GRADING) 68 ASPHALT CONCRETE (TYPE A, 12.5-MM TONN 141.0000 157,920.00 580.200 81,808.20 MAXIMUM GRADING) 69 ASPHALT CONCRETE TONN 152.0000 294,880.00 0.000 0.00 (OPEN GRADED, 25-MM MAXIMUM GRADING) 70 ASPHALT CONCRETE TONN 167.0000 70,140.00 0.000 0.00 (OPEN GRADED, 12.5 MM MAXIMUM GRADING) 71 PAVEMENT REINFORCING FABRIC M2 13.0000 468.00 0.000 0.00 72 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 50.0000 36,000.00 366.000 18,300.00 AREA) 73 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 10.5000 619.50 59.000 619.50 59.000 619.50 74 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 10.5000 252.00 24.000 252.00 24.000 252.00 75 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.5000 1,512.00 62.000 651.00 62.000 651.00 76 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.5000 84.00 8.000 84.00 8.000 84.00 PROGRAM CAS145 PAGE 4 DATE 07/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-397514 TIME 08:16 AM ESTIMATE NO. 42 BID OPENING 05/09/06 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: COHEN, SEBASTIAN DATE OF THIS ESTIMATE 07/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 RUMBLE STRIP STA 120.0000 5,640.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 78 600 MM DRILLED HOLE M 250.0000 22,500.00 90.000 22,500.00 S) 79 750 MM DRILLED HOLE M 115.0000 112,700.00 981.380 112,858.70 S) 80 900 MM DRILLED HOLE M 166.0000 31,540.00 188.000 31,208.00 S) 81 1.0 M DRILLED HOLE M 205.0000 41,000.00 196.000 40,180.00 S) 82 SOLDIER PIPE (W310 X 158) M 383.0000 38,300.00 96.000 36,768.00 S) 83 SOLDIER PIPE (W460 X 74) M 180.0000 68,400.00 376.000 67,680.00 S) 84 SOLDIER PIPE (W460 X 128) M 311.0000 124,400.00 392.000 121,912.00 S) 85 SOLDIER PIPE (W460 X 286) M 694.0000 97,160.00 138.000 95,772.00 S) 86 SOLDIER PIPE (W530 X 182) M 442.0000 373,490.00 846.000 373,932.00 S) 87 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 500.0000 9,000.00 0.000 0.00 PILING (ANCHOR) 88 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 500.0000 717,500.00 2,461.900 1,230,950.00 S) PILING 89 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 4,000.0000 2,760,000.00 688.050 2,752,200.00 S) PILING 90 PRESTRESSING CAST-IN-PLACE CONCRETE LS 1300,000.0000 1,300,000.00 0.058 75,400.00 1.000 1,300,000.00 S) (LOCATION 1) 91 PRESTRESSING CAST-IN-PLACE CONCRETE LS 120,000.0000 120,000.00 1.000 120,000.00 S) (LOCATION 2) 92 TIEBACK ANCHOR EA 5,000.0000 600,000.00 120.000 600,000.00 S) 93 STRUCTURAL CONCRETE M3 750.0000 93,750.00 125.000 93,750.00 F) 94 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 800.0000 1,004,000.00 1,322.400 1,057,920.00 F) 95 STRUCTURAL CONCRETE, BRIDGE M3 1,500.0000 9,525,000.00 6,535.351 9,803,026.50 F) 96 STRUCTURAL CONCRETE, BRIDGE M3 2,558.0000 13,813,200.00 5,400.000 13,813,200.00 F) (SEGMENTAL BOX GIRDER) 97 STRUCTURAL CONCRETE, PIER COLUMN M3 800.0000 384,000.00 480.000 384,000.00 F) 98 STRUCTURAL CONCRETE, APPROACH SLAB M3 450.0000 63,000.00 140.000 63,000.00 F) (TYPE N) 99 CLASS 1 CONCRETE (BACKFILL) M3 500.0000 185,000.00 370.000 185,000.00 F) 00 MINOR CONCRETE (MINOR STRUCTURE) M3 1,600.0000 21,440.00 3.300 5,280.00 6.880 11,008.00 F) 01 MINOR CONCRETE (BACKFILL) M3 340.0000 3,400.00 0.000 0.00 02 SCULPTURED SHOTCRETE TEXTURE M2 54.0000 25,920.00 480.000 25,920.00 F) 03 PTFE SPHERICAL BEARING EA 13,000.0000 52,000.00 4.000 52,000.00 S) PROGRAM CAS145 PAGE 5 DATE 07/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-397514 TIME 08:16 AM ESTIMATE NO. 42 BID OPENING 05/09/06 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: COHEN, SEBASTIAN DATE OF THIS ESTIMATE 07/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 JOINT SEAL ASSEMBLY (MR 100 MM) M 250.0000 6,250.00 25.000 6,250.00 25.000 6,250.00 S) 05 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 2,700.0000 67,500.00 12.500 33,750.00 25.000 67,500.00 S) 06 BAR REINFORCING STEEL KG 2.0000 126,000.00 63,000.000 126,000.00 SF) 07 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 1,380,000.00 652,923.000 1,305,846.00 SF) 08 BAR REINFORCING STEEL, BRIDGE KG 2.7000 1,887,300.00 699,000.000 1,887,300.00 SF)(SUPERSTRUCTURE) 09 BAR REINFORCING STEEL, BRIDGE KG 2.0000 2,972,000.00 1,486,167.000 2,972,334.00 SF)(SUBSTRUCTURE) 10 HEADED BAR REINFORCEMENT EA 15.0000 24,300.00 1,620.000 24,300.00 SF) 11 SHOTCRETE M3 500.0000 105,000.00 210.000 105,000.00 SF) 12 ROADSIDE SIGN - ONE POST EA 300.0000 4,500.00 7.000 2,100.00 7.000 2,100.00 13 ROADSIDE SIGN - TWO POST EA 800.0000 2,400.00 1.000 800.00 1.000 800.00 14 TIMBER LAGGING M3 1,901.0000 475,250.00 252.485 479,973.99 SF) 15 CLEAN AND PAINT STEEL SOLDIER PILE LS 70,000.0000 70,000.00 1.000 70,000.00 S) 16 PREPARE AND STAIN CONCRETE M2 30.0000 14,400.00 480.000 14,400.00 480.000 14,400.00 SF) 17 600 MM ALTERNATIVE PIPE CULVERT M 388.0000 25,608.00 12.600 4,888.80 48.100 18,662.80 18 600 MM PLASTIC PIPE (SPECIAL) M 430.0000 63,640.00 0.000 0.00 19 80 MM PLASTIC PIPE (OUTLET) M 261.0000 10,440.00 23.310 6,083.91 20 150 MM PLASTIC PIPE (OUTLET) M 275.0000 7,975.00 0.000 0.00 21 80 MM PLASTIC PIPE (EDGE DRAIN) M 161.0000 123,970.00 767.000 123,487.00 22 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 261.0000 31,320.00 112.000 29,232.00 23 FURNISH AND INSTALL DRAIN PIPE M 10.5000 7,560.00 409.200 4,296.60 (HORIZONTAL DRAIN) 24 DRILL HOLE (HORIZONTAL DRAIN) M 66.0000 44,880.00 402.600 26,571.60 25 200 MM COLLECTOR SYSTEM M 290.0000 43,500.00 0.000 0.00 (HORIZONTAL DRAIN) 26 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 399.0000 31,122.00 35.500 14,164.50 (2.77 MM THICK) 27 600 MM ANCHOR ASSEMBLY EA 493.0000 6,902.00 6.000 2,958.00 28 CABLE ANCHORAGE SYSTEM M 231.0000 27,720.00 0.000 0.00 29 600 MM DOWNDRAIN (SPECIAL) M 651.0000 38,409.00 0.000 0.00 30 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 07/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-397514 TIME 08:16 AM ESTIMATE NO. 42 BID OPENING 05/09/06 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: COHEN, SEBASTIAN DATE OF THIS ESTIMATE 07/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 328.0000 200,080.00 963.900 316,159.20 32 ROCK SLOPE PROTECTION M3 328.0000 22,960.00 1.300 426.40 80.170 26,295.76 (FACING, METHOD B) 33 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 328.0000 104,960.00 320.000 104,960.00 34 ROCK SLOPE PROTECTION FABRIC M2 7.0000 17,500.00 1,002.600 7,018.20 35 MINOR CONCRETE (GUTTER) M 625.0000 77,500.00 124.000 77,500.00 124.000 77,500.00 F) 36 MISCELLANEOUS IRON AND STEEL KG 6.0000 3,954.00 431.000 2,586.00 431.000 2,586.00 SF) 37 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 11,000.00 110.000 1,100.00 1,100.000 11,000.00 SF) 38 BRIDGE DECK DRAINAGE SYSTEM KG 15.0000 4,650.00 310.000 4,650.00 SF) 39 CABLE GATE EA 1,800.0000 1,800.00 0.000 0.00 S) 40 SURVEY MONUMENT EA 850.0000 3,400.00 0.000 0.00 41 MILEPOST MARKER EA 60.0000 120.00 0.000 0.00 42 MARKER (CULVERT) EA 50.0000 750.00 0.000 0.00 43 GUARD RAILING DELINEATOR EA 18.0000 198.00 6.000 108.00 44 METAL BEAM GUARD RAILING M 90.0000 54,900.00 72.200 6,498.00 467.400 42,066.00 S) 45 CABLE RAILING M 100.0000 29,000.00 72.500 7,250.00 290.000 29,000.00 SF) 46 TRANSITION RAILING (TYPE WB) EA 3,300.0000 26,400.00 2.000 6,600.00 9.000 29,700.00 S) 47 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 37,400.00 7.000 15,400.00 S) 48 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 49 CONCRETE BARRIER (TYPE 60D) M 170.0000 19,380.00 114.000 19,380.00 F) 50 CONCRETE BARRIER (TYPE 80) M 300.0000 374,400.00 2.000 600.00 1,267.502 380,250.60 F) 51 THERMOPLASTIC PAVEMENT MARKING M2 70.0000 5,670.00 0.000 0.00 S) 52 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 18,150.00 0.000 0.00 S) 53 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 66.00 0.000 0.00 S) 54 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 220.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 55 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,840.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 56 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,240.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 57 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 2,960.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 07/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-397514 TIME 08:16 AM ESTIMATE NO. 42 BID OPENING 05/09/06 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: COHEN, SEBASTIAN DATE OF THIS ESTIMATE 07/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 INSTALL UTILITY CONDUIT M 170.0000 265,200.00 1,560.000 265,200.00 S) 59 INSTALL PULL BOX EA 2,250.0000 20,250.00 10.000 22,500.00 S) 60 SEISMIC MONITORING SYSTEM LS 150,000.0000 150,000.00 0.150 22,500.00 1.000 150,000.00 S) 61 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 62 250 MM WELDED STEEL PIPE CASING (BRIDGE) M 200.0000 22,400.00 110.000 22,000.00 63 TUBULAR BICYCLE RAILING M 200.0000 249,600.00 191.800 38,360.00 1,267.500 253,500.00 PROGRAM CAS145 PAGE 8 DATE 07/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-397514 TIME 08:16 AM ESTIMATE NO. 42 BID OPENING 05/09/06 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: COHEN, SEBASTIAN DATE OF THIS ESTIMATE 07/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 992,357.70 58,953,864.55 ADJUSTMENT OF COMPENSATION 54,200.00 1,306,027.74 EXTRA WORK 105,211.24 4,286,679.40 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,151,768.94 64,546,571.69 64 MOBILIZATION LS 6198,627.0000 6,198,627.00 1.000 6,198,627.00 ORIGINAL CONTRACT AMOUNT 65,740,721.50 TOTAL WORK COMPLETED 1,151,768.94 70,745,198.69 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 5,000.00 -15,000.00 TOTAL 1,156,768.94 70,730,198.69 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 06/05/06 795 06/05/06 06/20/06 11/30/09 726 42 21 0 96% 89% PROGRESS IS SATISFACTORY COHEN, SEBASTIAN RESIDENT ENGINEER PROGRAM CAS145 DATE 07/23/09