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 04/22/09 EST. NO.39 TIME 03:24 PM 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 --------------------------------------------------------------------------- 015 0927 1,737.98 E.W. @ F.A.(+) 022609 N 2584.1 017 0143 334.61 E.W. @ F.A.(+) 022009 Y 2578.1 039 0200 2,598.04 E.W. @ F.A.(+) 102708 N 2284.0 0201 2,598.04 102808 N 2285.0 0202 2,598.04 102908 N 2286.0 0203 2,309.59 103008 N 2288.0 0204 1,865.13 103108 N 2289.0 0211 3,111.81 101608 N 2279.1 0212 3,111.81 101608 N 2282.1 0213 4,751.43 102008 N 2271.0 0216 1,842.72 010609 N 2474.0 0217 1,663.86 010709 N 2475.0 0218 2,430.44 010809 N 2476.0 0219 2,202.86 010909 N 2477.0 0220 1,628.63 011209 N 2478.0 061 0001-1 -2,494.80 E.W. @ F.A.(+) 072908 N 2138.0 DAO CORRECTING ENTRY 0001-2 2,348.69 072908 N 2138.0 DAO CORRECTING ENTRY 0002-1 -2,182.38 073008 N 2139.0 DAO CORRECTING ENTRY 0002-2 2,036.28 073008 N 2139.0 DAO CORRECTING ENTRY 0003-1 -2,044.74 073108 N 2140.0 DAO CORRECTING ENTRY 0003-2 1,951.76 073108 N 2140.0 DAO CORRECTING ENTRY 0005-1 -2,215.28 080408 N 2142.0 DAO CORRECTING ENTRY 0006-1 -2,209.91 080508 N 2143.0 DAO CORRECTING ENTRY 0006-2 2,063.81 080508 N 2143.0 DAO CORRECTING ENTRY 0007-1 -2,175.04 080608 N 2144.0 DAO CORRECTING ENTRY 0007-2 2,028.94 080608 N 2144.0 DAO CORRECTING ENTRY 0008-1 -2,175.04 080708 N 2145.0 DAO CORRECTING ENTRY 0008-2 2,028.94 080708 N 2145.0 DAO CORRECTING ENTRY 0011-1 -1,573.33 081208 N 2206.0 DAO CORRECTING ENTRY 0011-2 1,493.64 081208 N 2206.0 DAO CORRECTING ENTRY 0012-1 -1,390.12 081308 N 2207.0 DAO CORRECTING ENTRY 0012-2 1,310.42 081308 N 2207.0 DAO CORRECTING ENTRY 0014-1 -2,357.94 100608 N 2233.0 DAO CORRECTING ENTRY 0014-2 2,278.25 100608 N 2233.0 DAO CORRECTING ENTRY 0015-1 -1,113.77 100608 N 2234.0 DAO CORRECTING ENTRY 0015-2 1,034.07 100608 N 2234.0 DAO CORRECTING ENTRY 0016-1 -3,164.24 100708 N 2235.0 DAO CORRECTING ENTRY 0016-2 3,004.85 100708 N 2235.0 DAO CORRECTING ENTRY 0017-1 -1,624.34 100908 N 2236.0 DAO CORRECTING ENTRY 0017-2 1,544.64 100908 N 2236.0 DAO CORRECTING ENTRY 0019-1 -1,557.34 092908 N 2241.0 DAO CORRECTING ENTRY 0019-2 1,477.64 092908 N 2241.0 DAO CORRECTING ENTRY 0020-1 -1,557.34 093008 N 2242.0 DAO CORRECTING ENTRY 0020-2 1,477.64 093008 N 2242.0 DAO CORRECTING ENTRY 0021-1 -1,557.34 100108 N 2243.0 DAO CORRECTING ENTRY 0021-2 1,477.64 100108 N 2243.0 DAO CORRECTING ENTRY 0022-1 -1,557.34 100208 N 2244.0 DAO CORRECTING ENTRY 0022-2 1,477.64 100208 N 2244.0 DAO CORRECTING ENTRY 0027-1 -3,175.26 100808 N 2278.0 DAO CORRECTING ENTRY 0027-2 3,015.87 100808 N 2278.0 DAO CORRECTING ENTRY 0030-1 -4,155.38 110308 N 2359.0 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 04/22/09 EST. NO.39 TIME 03:24 PM 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 --------------------------------------------------------------------------- 0030-2 3,929.57 110308 N 2359.0 DAO CORRECTING ENTRY 0031-1 -4,093.12 110408 N 2360.0 DAO CORRECTING ENTRY 0031-2 3,947.01 110408 N 2360.0 DAO CORRECTING ENTRY 0032-1 -734.98 110508 N 2361.0 DAO CORRECTING ENTRY 0032-2 588.87 110508 N 2361.0 DAO CORRECTING ENTRY 0033-1 -2,632.91 110608 N 2362.0 DAO CORRECTING ENTRY 0033-2 2,486.80 110608 N 2362.0 DAO CORRECTING ENTRY 0037-1 -1,842.72 011209 N 2479.0 DAO CORRECTING ENTRY 0037-2 1,709.89 011209 N 2479.0 DAO CORRECTING ENTRY 0039-1 -1,855.85 011309 N 2481.0 DAO CORRECTING ENTRY 0039-2 1,723.03 011309 N 2481.0 DAO CORRECTING ENTRY 0040-1 -1,855.85 011409 N 2483.0 DAO CORRECTING ENTRY 0040-2 1,723.03 011409 N 2483.0 DAO CORRECTING ENTRY 0042-1 -1,864.02 011509 N 2485.0 DAO CORRECTING ENTRY 0042-2 1,731.20 011509 N 2485.0 DAO CORRECTING ENTRY 0044-1 -1,838.42 011209 N 2480.1 DAO CORRECTING ENTRY 0044-2 1,705.60 011209 N 2480.1 DAO CORRECTING ENTRY 0045-1 -1,658.10 101508 N 2280.1 DAO CORRECTING ENTRY 0045-2 1,578.40 101508 N 2280.1 DAO CORRECTING ENTRY 0069 28,622.00 E.W. @ L.S.(+) 110208 N 464480 067 0002 704.95 E.W. @ F.A.(+) 123008 Y 2580.0 070 0006 2,358.71 E.W. @ F.A.(+) 011909 N 2500.1 0009 6,409.62 012209 N 2503.1 0010 4,505.50 012309 N 2504.1 0011 10,289.23 012009 N 2501.2 0012 13,540.01 012109 N 2502.2 0013 12,650.86 012609 N 2552.0 0014 6,681.51 012709 N 2553.0 0015 914.34 012809 N 2554.0 0016 4,591.78 012909 N 2555.0 120,570.72 TOTAL THIS ESTIMATE 5,129,777.94 TOTAL PREVIOUS ESTIMATE 5,250,348.66 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 04/22/09 EST. NO.39 TIME 03:24 PM 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 -8,000.00 -10,000.00 TOTAL DEDUCTIONS -8,000.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 04/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-397514 TIME 03:24 PM ESTIMATE NO. 39 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 04/20/09 R.E. NAME: COHEN, SEBASTIAN DATE OF THIS ESTIMATE 04/22/09 LOCATION RERUN 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 20.000 100,000.00 663.000 3,315,000.00 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 0.025 2,250.00 0.839 75,510.00 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 0.025 8,750.00 0.843 295,050.00 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 2,355.000 3,650.25 S) 17 TRAFFIC PLASTIC DRUM EA 50.0000 11,000.00 44.000 2,200.00 S) 18 TEMPORARY PAVEMENT MARKER EA 3.0000 3,570.00 316.000 948.00 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 67,200.00 561.000 44,880.00 S) 22 TEMPORARY CRASH CUSHION MODULE EA 500.0000 7,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 2 DATE 04/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-397514 TIME 03:24 PM ESTIMATE NO. 39 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 04/20/09 R.E. NAME: COHEN, SEBASTIAN DATE OF THIS ESTIMATE 04/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 4,700.00 24 OBLITERATE SURFACING M2 2.5000 4,775.00 1,615.000 4,037.50 2,877.000 7,192.50 25 REMOVE METAL BEAM GUARD RAILING M 25.0000 12,000.00 0.000 0.00 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 1.000 250.00 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 0.000 0.00 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 7,038,000.00 360,238.500 8,285,485.50 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 192,000.00 200.980 16,078.40 2,440.860 195,268.80 F) 46 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 60.0000 69,000.00 42.600 2,556.00 875.000 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 1,672.000 334,400.00 S) 49 PLACE TIRE DERIVED AGGREGATE (TDA) TONN 25.0000 85,000.00 1,672.000 41,800.00 PROGRAM CAS145 PAGE 3 DATE 04/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-397514 TIME 03:24 PM ESTIMATE NO. 39 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 04/20/09 R.E. NAME: COHEN, SEBASTIAN DATE OF THIS ESTIMATE 04/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 0.000 0.00 55 CULTIVATE M2 2.0000 44,200.00 0.000 0.00 56 STRAW (EROSION CONTROL) TONN 950.0000 30,400.00 4.600 4,370.00 S) 57 FIBER (EROSION CONTROL) TONN 950.0000 20,900.00 1.500 1,425.00 S) 58 FIBER ROLLS M 14.0000 60,200.00 1,483.300 20,766.20 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 0.000 0.00 S) 61 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 4,000.0000 24,000.00 1.000 4,000.00 S) 62 PURE LIVE SEED (EROSION CONTROL) KG 45.0000 70,200.00 244.350 10,995.75 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 531,300.00 175.500 13,513.50 175.500 13,513.50 66 ASPHALT TREATED PERMEABLE BASE M3 264.0000 195,360.00 2.700 712.80 67 ASPHALT CONCRETE (TYPE A, 19-MM TONN 135.0000 1,159,650.00 0.000 0.00 MAXIMUM GRADING) 68 ASPHALT CONCRETE (TYPE A, 12.5-MM TONN 141.0000 157,920.00 0.000 0.00 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 0.000 0.00 AREA) 73 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 10.5000 619.50 0.000 0.00 74 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 10.5000 252.00 0.000 0.00 75 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.5000 1,512.00 0.000 0.00 76 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.5000 84.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 04/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-397514 TIME 03:24 PM ESTIMATE NO. 39 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 04/20/09 R.E. NAME: COHEN, SEBASTIAN DATE OF THIS ESTIMATE 04/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.942 1,224,600.00 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 6,422.875 9,634,312.50 F) 96 STRUCTURAL CONCRETE, BRIDGE M3 2,558.0000 13,813,200.00 81.000 207,198.00 5,319.000 13,606,002.00 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 70.000 31,500.00 140.000 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 3.580 5,728.00 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 04/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-397514 TIME 03:24 PM ESTIMATE NO. 39 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 04/20/09 R.E. NAME: COHEN, SEBASTIAN DATE OF THIS ESTIMATE 04/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 05 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 2,700.0000 67,500.00 0.000 0.00 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 0.000 0.00 13 ROADSIDE SIGN - TWO POST EA 800.0000 2,400.00 0.000 0.00 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 0.500 35,000.00 1.000 70,000.00 S) 16 PREPARE AND STAIN CONCRETE M2 30.0000 14,400.00 0.000 0.00 SF) 17 600 MM ALTERNATIVE PIPE CULVERT M 388.0000 25,608.00 17.500 6,790.00 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 50.620 8,149.82 22 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 261.0000 31,320.00 0.000 0.00 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 04/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-397514 TIME 03:24 PM ESTIMATE NO. 39 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 04/20/09 R.E. NAME: COHEN, SEBASTIAN DATE OF THIS ESTIMATE 04/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 200,080.00 635.500 208,444.00 32 ROCK SLOPE PROTECTION M3 328.0000 22,960.00 2.900 951.20 327.900 107,551.20 (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 12.100 84.70 1,002.600 7,018.20 35 MINOR CONCRETE (GUTTER) M 625.0000 77,500.00 0.000 0.00 F) 36 MISCELLANEOUS IRON AND STEEL KG 6.0000 3,954.00 0.000 0.00 SF) 37 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 11,000.00 990.000 9,900.00 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 0.000 0.00 44 METAL BEAM GUARD RAILING M 90.0000 54,900.00 0.000 0.00 S) 45 CABLE RAILING M 100.0000 29,000.00 145.000 14,500.00 145.000 14,500.00 SF) 46 TRANSITION RAILING (TYPE WB) EA 3,300.0000 26,400.00 0.000 0.00 S) 47 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 37,400.00 0.000 0.00 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 0.000 0.00 F) 50 CONCRETE BARRIER (TYPE 80) M 300.0000 374,400.00 391.000 117,300.00 1,008.602 302,580.60 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 04/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-397514 TIME 03:24 PM ESTIMATE NO. 39 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 04/20/09 R.E. NAME: COHEN, SEBASTIAN DATE OF THIS ESTIMATE 04/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 265,200.00 872.200 148,274.00 1,560.000 265,200.00 S) 59 INSTALL PULL BOX EA 2,250.0000 20,250.00 6.000 13,500.00 S) 60 SEISMIC MONITORING SYSTEM LS 150,000.0000 150,000.00 0.150 22,500.00 0.850 127,500.00 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 249,600.00 298.900 59,780.00 PROGRAM CAS145 PAGE 8 DATE 04/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-397514 TIME 03:24 PM ESTIMATE NO. 39 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 04/20/09 R.E. NAME: COHEN, SEBASTIAN DATE OF THIS ESTIMATE 04/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 724,743.30 55,696,266.71 ADJUSTMENT OF COMPENSATION 0.00 1,251,827.74 EXTRA WORK 120,570.72 3,998,520.92 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 845,314.02 60,946,615.37 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 845,314.02 67,145,242.37 MATERIALS ON HAND ON SITE 167,913.64 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -8,000.00 -20,000.00 TOTAL 837,314.02 67,293,156.01 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 11/30/09 662 42 21 0 91% 81% PROGRESS IS SATISFACTORY COHEN, SEBASTIAN RESIDENT ENGINEER PROGRAM CAS145 DATE 04/22/09