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 12/22/08 EST. NO.35 TIME 02:32 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 --------------------------------------------------------------------------- 001 0125-3 -171.00 E.W. @ F.A.(+) 121207 Y 1400.0 DAO CORRECTING ENTRY 0154-3 -530.00 041808 Y 1834.0 DAO CORRECTING ENTRY 0159-3 -441.08 042108 Y 1849.0 DAO CORRECTING ENTRY 0160-3 -256.49 042208 Y 1850.0 DAO CORRECTING ENTRY 0161-3 -305.38 042308 Y 1851.0 DAO CORRECTING ENTRY 0162-3 -114.00 042408 Y 1854.0 DAO CORRECTING ENTRY 0163-3 -99.75 042508 Y 1856.0 DAO CORRECTING ENTRY 0186-3 -114.00 050108 Y 1913.0 DAO CORRECTING ENTRY 0187-3 -242.80 042808 Y 1910.0 DAO CORRECTING ENTRY 0188-3 -248.39 042908 Y 1911.0 DAO CORRECTING ENTRY 0190-3 -127.59 050708 Y 1925.0 DAO CORRECTING ENTRY 0191-3 -305.38 050608 Y 1926.0 DAO CORRECTING ENTRY 0241 149.83 052708 N 2339.0 0242 187.85 121207 Y 437096 0243 1,140.87 041808 Y 437108 0245 508.48 042108 Y 437433 0246 296.93 042208 Y 437436 0247 348.29 042308 Y 437440 0248 131.97 042408 Y 437443 0249 113.23 042508 Y 437450 0250 246.61 042808 Y 437453 0251 246.61 042808 Y 437454 0252 282.31 042908 Y 437458 0253 131.97 050108 Y 437462 0254 144.22 050708 Y 437467 0255 348.29 050608 Y 437470 005 0213 680.34 E.W. @ F.A.(+) 100808 N 2358.0 0214 1,033.48 121206 N 436966 0215 518.07 121306 N 436968 006 0020 1,200.00 E.W. @ F.A.(+) 102008 Y 2247.1 007 0005-3 -600.00 E.W. @ F.A.(+) 013007 N 271 0 DAO CORRECTING ENTRY 0006-3 -1,525.00 031107 N 0941.0 DAO CORRECTING ENTRY 0006-4 3,050.00 031107 N 0941.0 DAO CORRECTING ENTRY 0010-2 412.35 073107 Y 0900.0 DAO CORRECTING ENTRY 0012-3 -200.00 092207 Y 1315.0 DAO CORRECTING ENTRY 0013-3 -200.00 103107 Y 1316.0 DAO CORRECTING ENTRY 0013-4 400.00 103107 Y 1316.0 DAO CORRECTING ENTRY 0014-3 -200.00 102307 Y 1317.0 DAO CORRECTING ENTRY 0014-4 400.00 102307 Y 1317.0 DAO CORRECTING ENTRY 0016-3 -200.00 121607 Y 1483.0 DAO CORRECTING ENTRY 0016-4 400.00 121607 Y 1483.0 DAO CORRECTING ENTRY 0021-3 -200.00 022808 Y 1750.0 DAO CORRECTING ENTRY 0021-4 400.00 022808 Y 1750.0 DAO CORRECTING ENTRY 0022-3 -200.00 033108 Y 1751.0 DAO CORRECTING ENTRY 0022-4 400.00 033108 Y 1751.0 DAO CORRECTING ENTRY 0025-3 -200.00 011508 Y 2012.0 DAO CORRECTING ENTRY 0025-4 400.00 011508 Y 2012.0 DAO CORRECTING ENTRY 0028-3 -200.00 053108 Y 2073.0 DAO CORRECTING ENTRY 0028-4 400.00 053108 Y 2073.0 DAO CORRECTING ENTRY 0029-3 -200.00 043008 Y 2074.0 DAO CORRECTING ENTRY 0029-4 400.00 043008 Y 2074.0 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 12/22/08 EST. NO.35 TIME 02:32 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 --------------------------------------------------------------------------- 0033 476.50 110608 Y 2364.0 0034 1,200.00 013007 N 437968 0035 1,200.00 013007 N 438000 0036 400.00 092207 Y 438002 0039 400.00 121808 N 1315.5 009 0054 1,655.79 E.W. @ F.A.(+) 111108 Y 2420.0 0055 517.00 101708 Y 2432.0 012 0101 60,536.00 E.W. @ U.P (+) 121808 N 1001 0 0103 88,550.00 121808 N 1002.1 0104 20,124.00 A.C. @ U.P.(+) 121808 N 1004 0 014 0015 16,623.62 E.W. @ F.A.(+) 101608 N 2340.0 0016 507.15 102708 N 2357.0 015 0822 758.25 E.W. @ F.A.(+) 062708 N 2341.0 0823 297.26 063008 N 2342.0 0824 359.20 070108 N 2343.0 0825 169.82 072308 N 2344.0 0826 173.32 072908 N 2345.0 0827 447.79 082008 N 2346.0 0828 218.92 082108 N 2347.0 0829 366.13 100108 N 2348.0 0830 351.67 100208 N 2349.0 0831 832.56 100408 N 2350.0 0832 593.44 110308 N 2351.0 0833 537.48 110608 N 2352.0 0834 254.37 102008 Y 2365.0 0835 254.37 102108 Y 2366.0 0836 254.37 102208 Y 2367.0 0837 254.37 102308 Y 2368.0 0838 254.37 102408 Y 2369.0 0839 254.37 102708 Y 2370.0 0840 254.37 102808 Y 2371.0 0841 254.37 102908 Y 2372.0 0842 254.37 103008 Y 2373.0 0843 254.37 110408 Y 2374.0 0844 254.37 110508 Y 2375.0 0845 254.37 110608 Y 2376.0 0846 254.37 110708 Y 2377.0 0847 254.37 111008 Y 2378.0 0848 254.37 111108 Y 2379.0 0849 254.37 111208 Y 2380.0 0850 254.37 111308 Y 2381.0 0851 254.37 111408 Y 2382.0 0852 254.37 111908 Y 2414.0 0853 254.37 112008 Y 2415.0 0854 254.37 112108 Y 2416.0 0855 254.37 112408 Y 2417.0 0856 254.37 111708 Y 2412.0 0857 254.37 111808 Y 2413.0 0858 254.37 112508 Y 2418.0 0860 254.37 112608 Y 2419.1 0861 254.37 120108 Y 2426.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 12/22/08 EST. NO.35 TIME 02:32 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 --------------------------------------------------------------------------- 0862 254.37 120208 Y 2427.0 0863 254.37 120308 Y 2428.0 0864 254.37 120408 Y 2429.0 0865 254.37 120508 Y 2430.0 016 0015 10,719.71 E.W. @ F.A.(+) 103008 N 2356.0 017 0117 836.06 E.W. @ F.A.(+) 110608 N 2353.0 0118 1,122.08 110708 N 2354.0 0119 454.02 102308 Y 2383.0 0120 110.65 111308 Y 2384.0 0121 444.44 111308 N 2408.0 0122 786.39 112508 N 2411.0 0123 1,602.94 121008 N 2421.0 0124 1,772.90 121108 N 2422.0 0125 604.79 121208 N 2424.0 0126 582.28 120208 Y 2431.0 024 0096-3 -16,210.48 E.W. @ F.A.(+) 073107 Y 0951.0 DAO CORRECTING ENTRY 0263 604.76 111808 N 2409.0 0264 1,840.47 111908 N 2410.0 0265 20,782.08 073107 Y 438132 028 0043 106.68 E.W. @ F.A.(+) 090408 N 2355.0 032 0002 108,000.00 E.W. @ L.S.(+) 082208 N 2 0 033 0036 1,406.00 E.W. @ F.A.(+) 092308 N 2324.0 0037 1,640.77 092408 N 2325.0 0038 2,087.43 092508 N 2326.0 0039 1,760.71 092608 N 2327.0 0040 1,484.00 092908 N 2328.0 0041 726.74 093008 N 2329.0 0042 546.61 092208 N 2330.0 036 0013 11,947.28 E.W. @ F.A.(+) 061808 N 2331.0 0014 401.81 062508 N 2332.0 0015 281.51 091108 N 2333.0 0016 757.85 091708 N 2334.0 0017 2,286.71 091808 N 2335.0 0018 431.43 091908 N 2336.0 0019 757.84 092208 N 2337.0 0020 1,882.19 092608 N 2338.0 037 0029 335.20 E.W. @ U.P (+) 103108 Y 2407.0 044 0001 9,781.14 A.C. @ L.S.(+) 121808 N 002 0 049 0005 102,239.39 A.C. @ U.P.(+) 101308 Y 2391.0 053 0008 626.18 E.W. @ F.A.(+) 070808 N 2393.0 060 0001 574.18 E.W. @ F.A.(+) 060308 N 2396.0 0002 2,297.11 060508 N 2397.0 0003 1,026.10 061108 N 2398.0 061 0029 288.45 E.W. @ F.A.(+) 103008 N 2287.0 0030 4,155.38 110308 N 2359.0 0031 4,093.12 110408 N 2360.0 0032 734.98 110508 N 2361.0 0033 2,632.91 110608 N 2362.0 0034 2,469.37 110708 N 2363.0 062 0011 687.26 E.W. @ F.A.(+) 110508 Y 2392.0 066 0001 2,105.37 E.W. @ F.A.(+) 100808 N 2313.1 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 12/22/08 EST. NO.35 TIME 02:32 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 --------------------------------------------------------------------------- 509,277.00 TOTAL THIS ESTIMATE 4,472,464.32 TOTAL PREVIOUS ESTIMATE 4,981,741.32 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 12/22/08 EST. NO.35 TIME 02:32 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 -2,000.00 -28,000.00 TOTAL DEDUCTIONS -2,000.00 -38,000.00 PROGRAM CAS145 PAGE 1 DATE 12/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-397514 TIME 02:32 PM ESTIMATE NO. 35 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 12/19/08 R.E. NAME: COHEN, SEBASTIAN DATE OF THIS ESTIMATE 12/22/08 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 21.000 105,000.00 583.000 2,915,000.00 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 0.739 66,510.00 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 0.743 260,050.00 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 12/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-397514 TIME 02:32 PM ESTIMATE NO. 35 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 12/19/08 R.E. NAME: COHEN, SEBASTIAN DATE OF THIS ESTIMATE 12/22/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,262.000 3,155.00 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 0.000 0.00 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 7,038,000.00 375,995.000 8,647,885.00 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 1,500.000 150,000.00 F) 45 STRUCTURE BACKFILL (BRIDGE) M3 80.0000 192,000.00 425.480 34,038.40 2,239.880 179,190.40 F) 46 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 60.0000 69,000.00 7.400 444.00 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 12/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-397514 TIME 02:32 PM ESTIMATE NO. 35 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 12/19/08 R.E. NAME: COHEN, SEBASTIAN DATE OF THIS ESTIMATE 12/22/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.900 3,705.00 S) 57 FIBER (EROSION CONTROL) TONN 950.0000 20,900.00 1.300 1,235.00 S) 58 FIBER ROLLS M 14.0000 60,200.00 1,468.100 20,553.40 59 COMPOST (EROSION CONTROL) M3 590.0000 13,570.00 1.380 814.20 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 70,200.00 217.250 9,776.25 S) 63 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.6000 6,240.00 297.300 772.98 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 0.000 0.00 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 12/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-397514 TIME 02:32 PM ESTIMATE NO. 35 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 12/19/08 R.E. NAME: COHEN, SEBASTIAN DATE OF THIS ESTIMATE 12/22/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 26.000 130,000.00 120.000 600,000.00 S) 93 STRUCTURAL CONCRETE M3 750.0000 93,750.00 43.000 32,250.00 125.000 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 5,238.000 13,398,804.00 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 35.000 15,750.00 35.000 15,750.00 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 25,920.00 120.000 6,480.00 480.000 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 12/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-397514 TIME 02:32 PM ESTIMATE NO. 35 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 12/19/08 R.E. NAME: COHEN, SEBASTIAN DATE OF THIS ESTIMATE 12/22/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 10,311.000 20,622.00 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 52.000 26,000.00 210.000 105,000.00 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 19.540 37,145.54 222.945 423,818.45 SF) 15 CLEAN AND PAINT STEEL SOLDIER PILE LS 70,000.0000 70,000.00 0.500 35,000.00 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 14.300 3,732.30 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 0.000 0.00 (HORIZONTAL DRAIN) 24 DRILL HOLE (HORIZONTAL DRAIN) M 66.0000 44,880.00 0.000 0.00 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 12/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-397514 TIME 02:32 PM ESTIMATE NO. 35 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 12/19/08 R.E. NAME: COHEN, SEBASTIAN DATE OF THIS ESTIMATE 12/22/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.810 265.68 635.500 208,444.00 32 ROCK SLOPE PROTECTION M3 328.0000 22,960.00 325.000 106,600.00 (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 17,500.00 990.500 6,933.50 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 11,000.00 550.000 5,500.00 SF) 38 BRIDGE DECK DRAINAGE SYSTEM KG 15.0000 4,650.00 60.000 900.00 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 0.000 0.00 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 374,400.00 309.602 92,880.60 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 12/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-397514 TIME 02:32 PM ESTIMATE NO. 35 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 12/19/08 R.E. NAME: COHEN, SEBASTIAN DATE OF THIS ESTIMATE 12/22/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 265,200.00 687.800 116,926.00 S) 59 INSTALL PULL BOX EA 2,250.0000 20,250.00 0.000 0.00 S) 60 SEISMIC MONITORING SYSTEM LS 150,000.0000 150,000.00 0.400 60,000.00 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 36.600 7,320.00 85.600 17,120.00 63 TUBULAR BICYCLE RAILING M 200.0000 249,600.00 24.400 4,880.00 323.300 64,660.00 PROGRAM CAS145 PAGE 8 DATE 12/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-397514 TIME 02:32 PM ESTIMATE NO. 35 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 12/19/08 R.E. NAME: COHEN, SEBASTIAN DATE OF THIS ESTIMATE 12/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 434,483.92 54,652,037.67 ADJUSTMENT OF COMPENSATION 132,144.53 1,242,694.30 EXTRA WORK 377,132.47 3,739,047.02 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 943,760.92 59,633,778.99 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 943,760.92 65,832,405.99 MATERIALS ON HAND ON SITE 167,913.64 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -2,000.00 -38,000.00 TOTAL 941,760.92 65,962,319.63 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 11/30/09 582 42 21 0 88% 71% PROGRESS IS SATISFACTORY COHEN, SEBASTIAN RESIDENT ENGINEER PROGRAM CAS145 DATE 12/22/08