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 04/22/08 EST. NO.07 TIME 10:33 AM R.E. NAME: ETEZADI, AMIR 11-2358U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0001 258.80 E.W. @ F.A.(+) 013008 N 0260.0 0002 1,014.06 013108 N 0261.0 0003 1,825.61 020508 N 0262.0 0004 848.39 020108 N 0263.0 0005 1,790.32 020408 N 0264.0 0006 1,695.46 020608 N 0265.0 0007 3,320.43 020708 N 0266.0 0008 3,634.46 020808 N 0267.0 0009 575.36 021408 N 0268.0 0010 2,827.01 021908 N 0269.0 0011 1,539.01 022008 N 0270.0 0012 2,248.46 022108 N 0271.0 0013 1,655.51 022508 N 0272.0 0014 1,680.54 022608 N 0273.0 0015 1,871.23 022708 N 0274.0 0016 1,159.97 022808 N 0275.0 0017 1,377.34 030408 N 0276.0 0018 555.25 030608 N 0277.0 0019 1,470.37 030708 N 0278.0 0020 1,825.37 031008 N 0279.0 0022 1,947.10 031208 N 0281.0 0023 1,833.89 031308 N 0282.0 0024 1,215.64 031708 N 0283.0 0025 534.21 031808 N 0284.0 0026 46.17 031908 N 0285.0 004 0055 893.39 E.W. @ F.A.(+) 031708 N 0211.5 005 0029 182.83 E.W. @ F.A.(+) 021408 N 0113.0 0034-1 -202.93 012308 N 0120.0 DAO CORRECTING ENTRY 0037 105.86 020808 N 0109.0 0040 34.95 021908 N 0114.0 0041 52.27 021908 N 0115.0 0042 2,084.95 012308 N 0126.0 0043 98.16 022508 N 0127.0 0044 182.62 021908 N 0108.5 0044-1 -182.62 021908 N 0108.5 DAO CORRECTING ENTRY 0045 142.02 022808 N 0128.0 0046 209.08 030308 N 0130.0 0047 78.41 030408 N 0131.0 0048 56.64 031208 N 0132.0 0049 2,285.10 022408 N 0134.0 0050 23.06 030608 N 0195.0 0051 516.21 022808 N 0196.0 0052 92.24 031808 N 0200.0 0053 138.36 032008 N 0201.0 0055 5,351.50 022408 N 0243.0 015 0001 664.51 E.W. @ F.A.(+) 010708 N 0059.0 0009 90.87 121207 N 0125.0 0009-1 -90.87 121207 N 0125.0 DAO CORRECTING ENTRY 0010 49.65 122007 N 0249.0 0011 158.67 122107 N 0250.0 0012 99.30 010308 N 0251.0 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 04/22/08 EST. NO.07 TIME 10:33 AM R.E. NAME: ETEZADI, AMIR 11-2358U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0013 175.51 010408 N 0252.0 0014 420.28 010808 N 0253.0 0015 137.40 010908 N 0254.0 0016 634.81 012208 N 0255.0 0017 228.65 012408 N 0256.0 0018 135.42 012808 N 0257.0 0019 300.89 021408 N 0258.0 0020 280.86 022208 N 0259.0 0021 625.49 120407 N 0244.0 0022 109.38 121107 N 0245.0 0023 218.75 121207 N 0246.0 0024 152.43 121307 N 0247.0 0025 48.92 121907 N 0248.0 0026 182.07 110507 N 0063.6 0027 992.98 022908 N 0129.0 0028 571.08 031408 N 0207.0 021 0003 2,050.00 E.W. @ F.A.(+) 021408 N 0122.6 023 0001 20,009.00 E.W. @ F.A.(+) 101507 N 0101.0 79,138.11 TOTAL THIS ESTIMATE 288,065.53 TOTAL PREVIOUS ESTIMATE 367,203.64 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 04/22/08 EST. NO.07 TIME 10:33 AM R.E. NAME: ETEZADI, AMIR 11-2358U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM SCHEDULE -445,982.28 03 CL 2 AB OUT-OF-SPEC -4,779.93 04 CPM PROGRESS SCHED 445,982.28 04 RESET STAKING, R/W -2,720.00 04 RESET STAKING -2,380.00 05 RESET SURVEY STAKING -9,180.00 07 -9,180.00 -19,059.93 LABOR COMPLIANCE VIOLATION O/S PRS OCT -10,000.00 02 O/S PRS NOV -10,000.00 03 PRS RECD OCT 10,000.00 03 O/S PRS DEC -10,000.00 04 O/S PRS JAN -10,000.00 05 PRS RECD NOV 10,000.00 05 0.00 -20,000.00 TOTAL DEDUCTIONS -9,180.00 -39,059.93 PROGRAM CAS145 PAGE 1 DATE 04/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 10:33 AM ESTIMATE NO. 07 BID OPENING 06/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/08 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 04/22/08 LOCATION RERUN PROGRESS ESTIMATE 11-SD-5-35.7/38.5 ----------------------- COFFMAN SPECIALTIES, INC. IN SAN DIEGO COUNTY IN SAN DIEGO 4375-260 JUTLAND DRIVE SOLANA BEACH AND ENCINITAS FROM SAN SAN DIEGO,CA 92117 DIEGUITO RIVER BRIDGE TO SAN ELIJO LAGOON BRIDGE FED. AID NO. N O N E CONSTRUCT HOV LANE ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.500 2,500.00 0.500 2,500.00 02 TIME-RELATED OVERHEAD LS 1100,000.0000 1,100,000.00 0.077 84,700.00 0.477 524,700.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 40.0000 6,400.00 170.000 6,800.00 04 TEMPORARY FENCE (TYPE ESA) M 10.0000 3,200.00 234.000 2,340.00 05 CONSTRUCTION SITE MANAGEMENT LS 10,000.0000 10,000.00 0.077 770.00 0.477 4,770.00 06 PREPARE STORM WATER POLLUTION LS 15,000.0000 15,000.00 0.031 465.00 0.691 10,365.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL M 10.0000 72,500.00 5,448.100 54,481.00 08 TEMPORARY SILT FENCE M 6.0000 10,260.00 1,717.500 10,305.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 42,500.00 5.000 12,500.00 10.000 25,000.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 77,500.00 9.000 22,500.00 11 TEMPORARY CHECK DAM M 10.0000 6,600.00 100.100 1,001.00 350.500 3,505.00 12 MOVE-IN/MOVE-OUT EA 500.0000 2,500.00 0.000 0.00 S) (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 315.0000 44,100.00 8.000 2,520.00 47.000 14,805.00 14 TEMPORARY HYDRAULIC MULCH M2 0.8200 127,100.00 0.000 0.00 S) (BONDED FIBER MATRIX) 15 STREET SWEEPING LS 50,000.0000 50,000.00 0.077 3,850.00 0.477 23,850.00 16 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 15,000.0000 15,000.00 0.077 1,155.00 0.477 7,155.00 17 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.038 760.00 0.538 10,760.00 S) 18 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.077 11,550.00 0.477 71,550.00 S) 19 TYPE III BARRICADE EA 40.0000 3,640.00 9.000 360.00 S) 20 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 8,080.00 3,841.700 3,841.70 S) 21 TRAFFIC PLASTIC DRUM EA 40.0000 35,200.00 37.000 1,480.00 S) 22 TEMPORARY PAVEMENT MARKER EA 4.0000 1,480.00 261.000 1,044.00 S) PROGRAM CAS145 PAGE 2 DATE 04/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 10:33 AM ESTIMATE NO. 07 BID OPENING 06/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/08 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 04/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 PORTABLE CHANGEABLE MESSAGE SIGN EA 2,500.0000 15,000.00 0.460 1,150.00 2.860 7,150.00 S) 24 TEMPORARY RAILING (TYPE K) M 100.0000 1,390,000.00 11,940.900 1,194,090.00 S) 25 TEMPORARY CRASH CUSHION MODULE EA 200.0000 36,000.00 114.000 22,800.00 S) 26 TEMPORARY CRASH CUSHION (ABSORB 350) EA 5,000.0000 100,000.00 5.000 25,000.00 S) 27 ABANDON CULVERT EA 1,000.0000 5,000.00 0.500 500.00 1.000 1,000.00 28 REMOVE CHAIN LINK FENCE M 30.0000 22,200.00 367.000 11,010.00 29 REMOVE METAL BEAM GUARD RAILING M 27.0000 24,840.00 19.700 531.90 100.000 2,700.00 30 REMOVE TRAFFIC STRIPE M 1.2000 103,920.00 17,317.000 20,780.40 S) 31 REMOVE ROADSIDE SIGN EA 250.0000 11,000.00 10.000 2,500.00 32 REMOVE SIGN STRUCTURE EA 5,000.0000 30,000.00 5.000 25,000.00 33 REMOVE BASE AND SURFACING M3 13.0000 27,170.00 0.000 0.00 34 RESET ROADSIDE SIGN EA 450.0000 3,150.00 0.000 0.00 35 RELOCATE ROADSIDE SIGN EA 225.0000 3,600.00 0.000 0.00 36 MODIFY INLET EA 2,000.0000 12,000.00 5.000 10,000.00 37 MODIFY SIGN STRUCTURE EA 5,000.0000 15,000.00 0.000 0.00 38 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 31,500.00 0.000 0.00 S) 39 REMOVE CONCRETE BARRIER (TYPE K) M 2.0000 15,300.00 8,401.000 16,802.00 40 CAP INLET EA 1,500.0000 4,500.00 2.000 3,000.00 2.000 3,000.00 41 BRIDGE REMOVAL (PORTION), LOCATION A LS 75,000.0000 75,000.00 0.860 64,500.00 42 BRIDGE REMOVAL (PORTION), LOCATION B LS 45,000.0000 45,000.00 1.000 45,000.00 43 BRIDGE REMOVAL (PORTION), LOCATION C LS 45,000.0000 45,000.00 0.000 0.00 44 BRIDGE REMOVAL (PORTION), LOCATION D LS 85,000.0000 85,000.00 1.000 85,000.00 45 CLEARING AND GRUBBING LS 24,000.0000 24,000.00 1.000 24,000.00 46 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,000.00 47 ROADWAY EXCAVATION M3 60.0000 4,110,000.00 1,963.580 117,814.80 53,039.297 3,182,357.82 48 ROADWAY EXCAVATION (TYPE Y-2) M3 10.0000 52,900.00 4,934.050 49,340.50 (AERIALLY DEPOSITED LEAD) 49 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500.00 PROGRAM CAS145 PAGE 3 DATE 04/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 10:33 AM ESTIMATE NO. 07 BID OPENING 06/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/08 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 04/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE EXCAVATION (BRIDGE) M3 130.0000 54,600.00 420.000 54,600.00 F) 51 STRUCTURE EXCAVATION (CRIB WALL) M3 40.0000 32,000.00 640.000 25,600.00 640.000 25,600.00 52 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 101,600.00 435.200 21,760.00 1,702.000 85,100.00 F) 53 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 50.0000 30,600.00 612.000 30,600.00 F) 54 STRUCTURE EXCAVATION (TIEBACK WALL) M3 50.0000 45,400.00 444.000 22,200.00 F) 55 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 50.0000 87,500.00 34.690 1,734.50 1,750.000 87,500.00 F) 56 STRUCTURE BACKFILL (BRIDGE) M3 50.0000 12,750.00 92.260 4,613.00 220.000 11,000.00 F) 57 STRUCTURE BACKFILL (CRIB WALL) M3 100.0000 306,930.00 0.000 0.00 F) 58 STRUCTURE BACKFILL (RETAINING WALL) M3 50.0000 79,050.00 657.400 32,870.00 792.400 39,620.00 F) 59 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 50.0000 3,350.00 0.000 0.00 F) 60 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 50.0000 1,300.00 0.000 0.00 F) 61 SAND BACKFILL M3 200.0000 5,600.00 0.000 0.00 62 CONCRETE BACKFILL M3 200.0000 1,600.00 0.000 0.00 63 SOIL NAIL ASSEMBLY M 60.0000 616,200.00 303.040 18,182.40 9,932.430 595,945.80 S) 64 HIGHWAY PLANTING LS 400,000.0000 400,000.00 0.010 4,000.00 S) 65 PRUNE EXISTING PLANTS M 15.0000 42,900.00 2,860.000 42,900.00 S) 66 IMPORTED TOPSOIL M3 60.0000 4,680.00 0.000 0.00 S) 67 ROCK BLANKET M2 100.0000 51,000.00 0.000 0.00 S) 68 EROSION CONTROL (TYPE 1) M2 0.3000 10,830.00 0.000 0.00 S) 69 EROSION CONTROL (TYPE 2) M2 1.0000 3,100.00 0.000 0.00 S) 70 EROSION CONTROL (TYPE 3) M2 3.0000 2,880.00 0.000 0.00 S) 71 FIBER ROLLS M 8.0000 47,360.00 0.000 0.00 S) 72 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 2,500.00 0.000 0.00 S) 73 WILD FLOWER SEEDING HA 25,000.0000 2,500.00 0.000 0.00 S) 74 MAINTAIN EXISTING PLANTED AREAS LS 35,000.0000 35,000.00 0.041 1,435.00 0.245 8,575.00 S) 75 PLANT ESTABLISHMENT WORK LS 50,000.0000 50,000.00 0.000 0.00 S) 76 MAINTAIN EXISTING IRRIGATION FACILITIES LS 35,000.0000 35,000.00 0.041 1,435.00 0.245 8,575.00 S) PROGRAM CAS145 PAGE 4 DATE 04/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 10:33 AM ESTIMATE NO. 07 BID OPENING 06/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/08 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 04/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 IRRIGATION SYSTEM LS 400,000.0000 400,000.00 0.095 38,000.00 0.146 58,400.00 S) 78 WATER METER EA 50,000.0000 50,000.00 0.000 0.00 S) 79 TEMPORARY IRRIGATION SUPPLY LINE M 20.0000 12,800.00 0.000 0.00 S) 80 200 MM CORRUGATED HIGH DENSITY M 125.0000 26,250.00 58.000 7,250.00 S) POLYETHYLENE PIPE CONDUIT 81 250 MM CORRUGATED HIGH DENSITY M 150.0000 7,950.00 0.000 0.00 S) POLYETHYLENE PIPE CONDUIT 82 150 MM WELDED STEEL PIPE CONDUIT M 500.0000 75,000.00 29.000 14,500.00 145.000 72,500.00 S) (6.35 MM THICK) 83 EXTEND 200 MM CONDUIT M 400.0000 6,000.00 0.000 0.00 S) 84 FINISHING ROADWAY LS 15,000.0000 15,000.00 0.000 0.00 85 CLASS 2 AGGREGATE BASE M3 70.0000 1,176,000.00 8,067.180 564,702.60 86 AGGREGATE BASE (APPROACH SLAB) M3 100.0000 2,800.00 0.000 0.00 87 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 500.0000 3,500.00 0.000 0.00 88 ASPHALT CONCRETE (TYPE A) TONN 100.0000 1,550,000.00 946.150 94,615.00 946.150 94,615.00 89 ASPHALT CONCRETE BASE (TYPE A) TONN 95.0000 1,244,500.00 -240.147 -22,813.97 11,473.133 1,089,947.64 90 PLACE ASPHALT CONCRETE DIKE M 3.0000 5,880.00 0.000 0.00 91 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 135.0000 12,960.00 0.000 0.00 AREA) 92 ASPHALTIC EMULSION (PAINT BINDER) TONN 500.0000 1,000.00 0.000 0.00 93 CONCRETE PAVEMENT M3 240.0000 2,592,000.00 954.030 228,967.20 9,571.330 2,297,119.20 94 SEAL PAVEMENT JOINT M 3.0000 38,400.00 3,152.000 9,456.00 3,152.000 9,456.00 95 SEAL LONGITUDINAL ISOLATION JOINT M 3.0000 24,870.00 0.000 0.00 96 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 97 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 200.0000 243,400.00 1,217.000 243,400.00 S) PILING 98 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 1,200.0000 271,200.00 132.800 159,360.00 246.000 295,200.00 S) PILING 99 TIEBACK ANCHOR EA 1,700.0000 234,600.00 34.000 57,800.00 67.000 113,900.00 S) 00 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 750.0000 78,750.00 20.250 15,187.50 125.250 93,937.50 F) 01 STRUCTURAL CONCRETE, BRIDGE M3 950.0000 915,800.00 44.460 42,237.00 207.980 197,581.00 F) 02 STRUCTURAL CONCRETE, RETAINING WALL M3 900.0000 1,937,700.00 593.480 534,132.00 881.930 793,737.00 F) 03 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,000.0000 263,000.00 0.000 0.00 F) (TYPE N) PROGRAM CAS145 PAGE 5 DATE 04/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 10:33 AM ESTIMATE NO. 07 BID OPENING 06/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/08 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 04/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,000.0000 248,000.00 0.000 0.00 (TYPE R) 05 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 371,000.00 6.140 12,280.00 96.450 192,900.00 F) 06 PAVING NOTCH EXTENSION M3 1,000.0000 6,000.00 0.000 0.00 07 ARCHITECTURAL TREATMENT (RANDOM FLUTE) M2 30.0000 79,200.00 1,170.700 35,121.00 1,176.300 35,289.00 F) 08 ARCHITECTURAL TREATMENT (MURAL BASE) M2 300.0000 29,100.00 2.000 600.00 24.500 7,350.00 F) 09 ARCHITECTURAL TREATMENT M2 20.0000 6,860.00 0.000 0.00 F) (WALL CAP TEXTURE) 10 DRILL AND BOND DOWEL M 110.0000 79,090.00 423.800 46,618.00 11 FURNISH PRECAST PRESTRESSED CONCRETE EA 10,000.0000 30,000.00 3.000 30,000.00 S) GIRDER (5 M - 10 M) 12 FURNISH PRECAST PRESTRESSED CONCRETE EA 10,000.0000 30,000.00 3.000 30,000.00 S) GIRDER (10 M - 15 M) 13 FURNISH PRECAST PRESTRESSED CONCRETE EA 17,500.0000 52,500.00 3.000 52,500.00 3.000 52,500.00 S) GIRDER (20 M - 25 M) 14 FURNISH PRECAST PRESTRESSED RECTANGULAR EA 10,000.0000 360,000.00 0.000 0.00 S) CONCRETE GIRDER (5 M - 10 M) 15 FURNISH PRECAST PRESTRESSED RECTANGULAR EA 15,000.0000 270,000.00 0.000 0.00 S) CONCRETE GIRDER (15 M - 20 M) 16 ERECT PRECAST PRESTRESSED CONCRETE EA 1,200.0000 75,600.00 3.000 3,600.00 9.000 10,800.00 S) GIRDER 17 REINFORCED CONCRETE CRIB WALL (TYPE A) M2 300.0000 36,000.00 0.000 0.00 18 REINFORCED CONCRETE CRIB WALL (TYPE B) M2 500.0000 145,000.00 0.000 0.00 19 REINFORCED CONCRETE CRIB WALL (TYPE C) M2 600.0000 66,000.00 0.000 0.00 20 REINFORCED CONCRETE CRIB WALL (TYPE D) M2 750.0000 225,000.00 0.000 0.00 21 JOINT SEAL (MR 15 MM) M 50.0000 10,300.00 0.000 0.00 S) 22 BAR REINFORCING STEEL (BRIDGE) KG 2.5000 538,250.00 47,866.200 119,665.50 110,080.200 275,200.50 SF) 23 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 598,100.00 80,225.000 160,450.00 224,149.500 448,299.00 SF) 24 SHOTCRETE M3 800.0000 478,400.00 115.000 92,000.00 465.000 372,000.00 F) 25 WEATHERING STEEL PLATE EA 150.0000 143,250.00 0.000 0.00 SF) 26 FURNISH SIGN STRUCTURE (TUBULAR) KG 10.0000 63,400.00 0.000 0.00 F) 27 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 6,340.00 0.000 0.00 SF) 28 FURNISH SIGN STRUCTURE (TRUSS) KG 10.0000 82,360.00 0.000 0.00 F) 29 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 7,954.00 0.000 0.00 SF) 30 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 10.0000 8,500.00 0.000 0.00 F) WITHOUT WALKWAY) PROGRAM CAS145 PAGE 6 DATE 04/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 10:33 AM ESTIMATE NO. 07 BID OPENING 06/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/08 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 04/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 1.0000 850.00 0.000 0.00 SF)WITHOUT WALKWAY) 32 FURNISH LAMINATED PANEL SIGN M2 200.0000 28,000.00 0.000 0.00 (25.4 MM-TYPE A) 33 FURNISH LAMINATED PANEL SIGN M2 200.0000 6,800.00 0.000 0.00 (25.4 MM-TYPE B) 34 FURNISH LAMINATED PANEL SIGN M2 200.0000 2,800.00 0.000 0.00 (63.5 MM-TYPE H) 35 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 7,410.00 0.000 0.00 (1.6 MM-UNFRAMED) 36 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 5,200.00 0.000 0.00 (2.0 MM-UNFRAMED) 37 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 273.00 0.000 0.00 (1.6 MM-FRAMED) 38 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 1,170.00 0.000 0.00 (2.0 MM-FRAMED) 39 1524 MM CAST-IN-DRILLED-HOLE M 1,000.0000 18,000.00 17.600 17,600.00 17.600 17,600.00 S) CONCRETE PILE (SIGN FOUNDATION) 40 METAL (BARRIER MOUNTED SIGN) KG 10.0000 20,700.00 0.000 0.00 41 ROADSIDE SIGN - ONE POST EA 150.0000 5,100.00 0.000 0.00 42 ROADSIDE SIGN - TWO POST EA 150.0000 1,350.00 0.000 0.00 43 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 3,150.00 0.000 0.00 METHOD) 44 INSTALL ROADSIDE SIGN PANEL ON EA 250.0000 1,750.00 0.000 0.00 EXISTING POST 45 INSTALL SIGN PANEL ON EXISTING STRUCTURE M2 250.0000 2,250.00 0.000 0.00 46 INSTALL ROADSIDE SIGN EA 250.0000 250.00 0.000 0.00 (LAMINATED WOOD BOX POST) 47 450 MM ALTERNATIVE PIPE CULVERT M 300.0000 66,000.00 19.000 5,700.00 111.300 33,390.00 48 600 MM ALTERNATIVE PIPE CULVERT M 300.0000 180,000.00 304.500 91,350.00 49 750 MM ALTERNATIVE PIPE CULVERT M 300.0000 14,400.00 0.000 0.00 50 450 MM REINFORCED CONCRETE PIPE M 300.0000 14,400.00 37.700 11,310.00 37.700 11,310.00 51 600 MM REINFORCED CONCRETE PIPE M 1,000.0000 10,000.00 1.000 1,000.00 52 750 MM REINFORCED CONCRETE PIPE M 1,000.0000 22,000.00 9.750 9,750.00 9.750 9,750.00 53 450 MM BITUMINOUS COATED SLOTTED M 1,500.0000 9,000.00 0.000 0.00 CORRUGATED STEEL PIPE (2.77 MM THICK) 54 600 MM ALTERNATIVE PIPE DOWNDRAIN M 500.0000 12,500.00 0.000 0.00 55 900 MM PRECAST CONCRETE PIPE RISER M 2,200.0000 28,600.00 9.610 21,142.00 56 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 200.0000 8,600.00 0.000 0.00 57 CONCRETE (CHANNEL LINING) M3 1,000.0000 8,000.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 04/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 10:33 AM ESTIMATE NO. 07 BID OPENING 06/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/08 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 04/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 CONCRETE (CONCRETE APRON) M3 1,000.0000 11,000.00 5.620 5,620.00 5.620 5,620.00 59 SLOPE PAVING (CONCRETE) M3 500.0000 16,000.00 0.000 0.00 F) 60 ROCK SLOPE PROTECTION FABRIC M2 10.0000 360.00 0.000 0.00 61 MINOR CONCRETE (MISCELLANEOUS M3 350.0000 80,500.00 0.000 0.00 CONSTRUCTION) 62 MINOR CONCRETE (GUTTER) M 100.0000 26,000.00 0.000 0.00 F) 63 MINOR CONCRETE (TEXTURE PAVING) M2 80.0000 76,000.00 0.000 0.00 (GORE PAVING) 64 MISCELLANEOUS IRON AND STEEL KG 5.0000 78,235.00 148.000 740.00 9,324.000 46,620.00 SF) 65 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 800.00 0.000 0.00 SF) 66 CHAIN LINK FENCE (TYPE CL-1.8) M 80.0000 6,400.00 0.000 0.00 S) 67 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 3,200.0000 3,200.00 0.000 0.00 S) 68 DELINEATOR (CLASS 1) EA 50.0000 5,500.00 0.000 0.00 69 METAL BEAM GUARD RAILING M 85.0000 21,250.00 0.000 0.00 S) 70 CONCRETE BARRIER (TYPE K) M 20.0000 2,800.00 0.000 0.00 71 TUBULAR RAILING (MODIFIED) M 520.0000 394,160.00 0.000 0.00 SF) 72 CABLE RAILING M 35.0000 9,765.00 0.000 0.00 SF) 73 TRANSITION RAILING (TYPE WB) EA 3,800.0000 11,400.00 0.000 0.00 S) 74 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 900.00 0.000 0.00 S) 75 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 3,500.00 0.000 0.00 S) 76 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 6,000.00 0.000 0.00 S) 77 CRASH CUSHION (TYPE CAT) EA 6,500.0000 39,000.00 0.000 0.00 S) 78 CRASH CUSHION (TYPE CAT) BACKUP EA 450.0000 2,700.00 0.000 0.00 S) 79 CONCRETE BARRIER (TYPE 60) M 150.0000 43,500.00 0.000 0.00 80 CONCRETE BARRIER (TYPE 60C) M 500.0000 80,000.00 0.000 0.00 81 CONCRETE BARRIER (TYPE 60E) M 300.0000 105,000.00 0.000 0.00 82 CONCRETE BARRIER (TYPE 60S) M 150.0000 907,500.00 0.000 0.00 83 CONCRETE BARRIER (TYPE 60SA) M 350.0000 43,295.00 0.000 0.00 F) 84 CONCRETE BARRIER (TYPE 60SC) M 350.0000 343,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 04/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 10:33 AM ESTIMATE NO. 07 BID OPENING 06/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/08 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 04/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 CONCRETE BARRIER (TYPE 60SE) M 300.0000 105,000.00 0.000 0.00 86 CONCRETE BARRIER (TYPE 732) M 300.0000 30,000.00 0.000 0.00 F) 87 THERMOPLASTIC PAVEMENT MARKING M2 25.0000 14,500.00 0.000 0.00 S) 88 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 28,820.00 0.000 0.00 S) 89 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 6,300.00 0.000 0.00 S) 90 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,260.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 91 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 451.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 92 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 900.00 0.000 0.00 S) (BROKEN 11.0 M - 3.50 M) 93 PAINT TRAFFIC STRIPE (2-COAT) M 0.4500 56,250.00 54,841.000 24,678.45 S) 94 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 19,700.00 9,282.000 9,282.00 S) 95 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.8000 35,280.00 3,705.000 10,374.00 S) 96 SIGNAL AND LIGHTING (LOCATION 1) LS 130,000.0000 130,000.00 0.000 0.00 S) 97 SIGNAL AND LIGHTING (LOCATION 2) LS 145,000.0000 145,000.00 0.050 7,250.00 0.080 11,600.00 S) 98 SIGNAL AND LIGHTING LS 50,000.0000 50,000.00 0.000 0.00 S) (STAGE CONSTRUCTION 2A - LOCATION 2) 99 LIGHTING AND SIGN ILLUMINATION LS 355,000.0000 355,000.00 0.010 3,550.00 0.160 56,800.00 S) 00 INTERCONNECTION CONDUIT AND CABLE M 100.0000 20,000.00 0.000 0.00 S) 01 COMMUNICATION CONDUIT (BRIDGE) M 90.0000 11,340.00 0.000 0.00 SF) 02 ELECTRIC SERVICE (IRRIGATION) LS 5,000.0000 5,000.00 0.000 0.00 S) 03 TRAFFIC MONITORING STATION LS 40,000.0000 40,000.00 0.020 800.00 0.280 11,200.00 S) 04 MODIFY RAMP METERING SYSTEM (LOCATION 1) LS 10,000.0000 10,000.00 0.000 0.00 S) 05 MODIFY RAMP METERING SYSTEM (LOCATION 2) LS 10,000.0000 10,000.00 0.000 0.00 S) 06 RAMP METERING SYSTEM (LOCATION 3) LS 50,000.0000 50,000.00 0.000 0.00 S) 07 RAMP METERING SYSTEM (LOCATION 4) LS 50,000.0000 50,000.00 0.020 1,000.00 S) 08 RAMP METERING SYSTEM (LOCATION 5) LS 40,000.0000 40,000.00 0.050 2,000.00 S) 09 RAMP METERING SYSTEM (LOCATION 6) LS 30,000.0000 30,000.00 0.000 0.00 S) 10 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 11 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 200.0000 148,400.00 706.000 141,200.00 S) PILING PROGRAM CAS145 PAGE 9 DATE 04/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 10:33 AM ESTIMATE NO. 07 BID OPENING 06/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/08 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 04/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,062,374.83 14,560,477.11 ADJUSTMENT OF COMPENSATION 0.00 52,033.77 EXTRA WORK 79,138.11 315,169.87 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,141,512.94 14,927,680.75 12 MOBILIZATION LS 3225,000.0000 3,225,000.00 0.950 3,063,750.00 ORIGINAL CONTRACT AMOUNT 32,821,953.00 TOTAL WORK COMPLETED 2,141,512.94 17,991,430.75 MATERIALS ON HAND ON SITE 669,340.55 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -9,180.00 -39,059.93 TOTAL 2,132,332.94 18,621,711.37 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 09/10/07 510 10/02/07 10/02/07 10/30/09 124 9 0 0 53% 48% PROGRESS IS SATISFACTORY ETEZADI, AMIR RESIDENT ENGINEER PROGRAM CAS145 DATE 04/22/08