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 10/21/08 EST. NO.14 TIME 02:54 PM 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 0021 1,626.15 E.W. @ F.A.(+) 031108 N 0280.0 0030 376.43 041708 N 0537.0 004 0077 4,445.39 E.W. @ F.A.(+) 073008 N 0452.0 0079 4,359.60 070108 N 0467.0 0080 5,460.38 081908 N 0528.0 0081 1,778.34 052808 N 0538.0 0082 614.20 082608 N 0539.0 0083 93.28 082008 N 0540.0 0084 171.89 082608 N 0541.0 005 0164 1,238.72 E.W. @ F.A.(+) 090408 N 0501.0 0165 220.00 090808 N 0506.0 0167 88.67 091908 N 0521.0 0168 177.37 092408 N 0522.0 0169 851.20 081608 N 0523.0 0170 1,020.31 091208 N 0524.0 0171 1,158.62 091008 N 0525.0 0172 1,954.42 081908 N 0526.0 0173 94.24 091808 N 0527.0 0174 485.92 100308 N 0534.0 0175 705.48 090508 N 0535.0 0176 349.66 091208 N 0536.0 0177 1,150.30 110607 N 0545.0 007 0001 6,822.24 E.W. @ F.A.(+) 073008 N 0463.0 0003 405.77 080108 N 0484.0 020 0003-1 -27,550.48 A.C. @ U.P.(+) 073108 N 003 0 DAO CORRECTING ENTRY 0003-2 24,893.61 073108 N 003 0 DAO CORRECTING ENTRY 021 0005 4,268.75 E.W. @ F.A.(+) 072408 N 0544.0 033 0001 855.60 E.W. @ F.A.(+) 050408 N 0331.0 0002 3,091.88 050308 N 0332.0 0003 440.96 050208 N 0333.0 0004 142.14 050808 N 0354.0 0006 278.41 052708 N 0374.0 0007 995.88 073108 N 0460.0 0010 958.05 081408 N 0482.0 0011 111.25 091008 N 0498.0 0012 111.25 090908 N 0499.0 0013 437.49 090508 N 0500.0 0014 306.66 090408 N 0502.0 0015 454.69 081808 N 0503.0 0016 574.17 081408 N 0504.0 046 0001 8,968.53 E.W. @ F.A.(+) 060908 N 1 0 047 0001 168,000.00 E.W. @ L.S.(+) 101608 N 001 0 222,987.42 TOTAL THIS ESTIMATE 977,258.54 TOTAL PREVIOUS ESTIMATE 1,200,245.96 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 10/21/08 EST. NO.14 TIME 02:54 PM 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 RESET SURVEY STAKING -4,420.00 08 RESET SURVEY STAKING -680.00 09 RESET SURVEY STAKING -2,720.00 10 CPM VIOLATION -710,400.99 11 CPM VIOLATION 710,400.99 13 SURVEY RESTAKING -340.00 13 0.00 -27,219.93 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 O/S PRS APR -10,000.00 08 PRS RECD DEC 10,000.00 08 O/S PRS MAY -10,000.00 09 O/S PRS JUNE -10,000.00 10 PRS RECD MAY 10,000.00 10 O/S PRS AUG 08 -10,000.00 13 PRS RECD APRIL 08 10,000.00 13 PRS RECD JUNE 08 10,000.00 13 O/S PRS SEPT 08 -10,000.00 14 -10,000.00 -30,000.00 TOTAL DEDUCTIONS -10,000.00 -57,219.93 PROGRAM CAS145 PAGE 1 DATE 10/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 02:54 PM ESTIMATE NO. 14 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 10/20/08 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 10/21/08 LOCATION 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 02 TIME-RELATED OVERHEAD LS 1100,000.0000 1,100,000.00 0.076 83,600.00 0.961 1,057,100.00 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 0.076 760.00 0.961 9,610.00 06 PREPARE STORM WATER POLLUTION LS 15,000.0000 15,000.00 0.031 465.00 0.885 13,275.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL M 10.0000 72,500.00 244.300 2,443.00 5,692.400 56,924.00 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 2.000 5,000.00 12.000 30,000.00 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 54.000 540.00 404.500 4,045.00 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 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 0.076 3,800.00 0.961 48,050.00 16 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 15,000.0000 15,000.00 0.076 1,140.00 0.961 14,415.00 17 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.039 780.00 0.781 15,620.00 S) 18 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.076 11,400.00 0.961 144,150.00 S) 19 TYPE III BARRICADE EA 40.0000 3,640.00 31.000 1,240.00 S) 20 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 8,080.00 -1,130.000 -1,130.00 38,900.800 38,900.80 S) 21 TRAFFIC PLASTIC DRUM EA 40.0000 35,200.00 290.000 11,600.00 S) 22 TEMPORARY PAVEMENT MARKER EA 4.0000 1,480.00 6,507.000 26,028.00 S) PROGRAM CAS145 PAGE 2 DATE 10/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 02:54 PM ESTIMATE NO. 14 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 10/20/08 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 10/21/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 6.000 15,000.00 S) 24 TEMPORARY RAILING (TYPE K) M 100.0000 1,390,000.00 73.140 7,314.00 11,972.640 1,197,264.00 S) 25 TEMPORARY CRASH CUSHION MODULE EA 200.0000 36,000.00 125.000 25,000.00 S) 26 TEMPORARY CRASH CUSHION (ABSORB 350) EA 5,000.0000 100,000.00 6.000 30,000.00 S) 27 ABANDON CULVERT EA 1,000.0000 5,000.00 2.500 2,500.00 28 REMOVE CHAIN LINK FENCE M 30.0000 22,200.00 555.980 16,679.40 29 REMOVE METAL BEAM GUARD RAILING M 27.0000 24,840.00 100.000 2,700.00 30 REMOVE TRAFFIC STRIPE M 1.2000 103,920.00 46,789.000 56,146.80 S) 31 REMOVE ROADSIDE SIGN EA 250.0000 11,000.00 13.000 3,250.00 23.000 5,750.00 32 REMOVE SIGN STRUCTURE EA 5,000.0000 30,000.00 6.000 30,000.00 33 REMOVE BASE AND SURFACING M3 13.0000 27,170.00 2,033.550 26,436.15 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 6.000 12,000.00 37 MODIFY SIGN STRUCTURE EA 5,000.0000 15,000.00 3.000 15,000.00 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 3.000 4,500.00 41 BRIDGE REMOVAL (PORTION), LOCATION A LS 75,000.0000 75,000.00 1.000 75,000.00 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 1.000 45,000.00 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 65,596.107 3,935,766.42 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 10/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 02:54 PM ESTIMATE NO. 14 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 10/20/08 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 10/21/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 32,000.00 760.000 30,400.00 52 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 101,600.00 2,032.000 101,600.00 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 45,400.00 908.000 45,400.00 F) 55 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 50.0000 87,500.00 1,750.000 87,500.00 F) 56 STRUCTURE BACKFILL (BRIDGE) M3 50.0000 12,750.00 255.000 12,750.00 F) 57 STRUCTURE BACKFILL (CRIB WALL) M3 100.0000 306,930.00 2,926.160 292,616.00 F) 58 STRUCTURE BACKFILL (RETAINING WALL) M3 50.0000 79,050.00 1,581.000 79,050.00 F) 59 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 50.0000 3,350.00 67.000 3,350.00 F) 60 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 50.0000 1,300.00 26.000 1,300.00 F) 61 SAND BACKFILL M3 200.0000 5,600.00 0.000 0.00 62 CONCRETE BACKFILL M3 200.0000 1,600.00 13.250 2,650.00 63 SOIL NAIL ASSEMBLY M 60.0000 616,200.00 10,286.430 617,185.80 S) 64 HIGHWAY PLANTING LS 400,000.0000 400,000.00 0.043 17,200.00 0.163 65,200.00 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 51,000.00 183.300 18,330.00 209.650 20,965.00 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 0.039 1,365.00 0.490 17,150.00 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 0.039 1,365.00 0.490 17,150.00 S) PROGRAM CAS145 PAGE 4 DATE 10/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 02:54 PM ESTIMATE NO. 14 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 10/20/08 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 10/21/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.258 103,200.00 0.838 335,200.00 S) 78 WATER METER EA 50,000.0000 50,000.00 0.837 41,850.00 S) 79 TEMPORARY IRRIGATION SUPPLY LINE M 20.0000 12,800.00 320.000 6,400.00 S) 80 200 MM CORRUGATED HIGH DENSITY M 125.0000 26,250.00 100.650 12,581.25 S) POLYETHYLENE PIPE CONDUIT 81 250 MM CORRUGATED HIGH DENSITY M 150.0000 7,950.00 36.000 5,400.00 S) POLYETHYLENE PIPE CONDUIT 82 150 MM WELDED STEEL PIPE CONDUIT M 500.0000 75,000.00 149.870 74,935.00 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 0.450 6,750.00 85 CLASS 2 AGGREGATE BASE M3 70.0000 1,176,000.00 14,585.170 1,020,961.90 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 1.050 525.00 88 ASPHALT CONCRETE (TYPE A) TONN 100.0000 1,550,000.00 185.850 18,585.00 8,254.295 825,429.50 89 ASPHALT CONCRETE BASE (TYPE A) TONN 95.0000 1,244,500.00 12,102.115 1,149,700.93 90 PLACE ASPHALT CONCRETE DIKE M 3.0000 5,880.00 466.600 1,399.80 466.600 1,399.80 91 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 135.0000 12,960.00 8.700 1,174.50 8.700 1,174.50 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 10,605.320 2,545,276.80 94 SEAL PAVEMENT JOINT M 3.0000 38,400.00 9,700.000 29,100.00 95 SEAL LONGITUDINAL ISOLATION JOINT M 3.0000 24,870.00 8,336.000 25,008.00 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 271,200.00 246.000 295,200.00 S) PILING 99 TIEBACK ANCHOR EA 1,700.0000 234,600.00 138.000 234,600.00 S) 00 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 750.0000 78,750.00 125.250 93,937.50 F) 01 STRUCTURAL CONCRETE, BRIDGE M3 950.0000 915,800.00 15.000 14,250.00 912.000 866,400.00 F) 02 STRUCTURAL CONCRETE, RETAINING WALL M3 900.0000 1,937,700.00 2,136.970 1,923,273.00 F) 03 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,000.0000 263,000.00 132.000 132,000.00 200.000 200,000.00 F) (TYPE N) PROGRAM CAS145 PAGE 5 DATE 10/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 02:54 PM ESTIMATE NO. 14 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 10/20/08 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 10/21/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 34.970 34,970.00 93.770 93,770.00 (TYPE R) 05 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 371,000.00 11.100 22,200.00 182.232 364,464.00 F) 06 PAVING NOTCH EXTENSION M3 1,000.0000 6,000.00 1.640 1,640.00 07 ARCHITECTURAL TREATMENT (RANDOM FLUTE) M2 30.0000 79,200.00 2,577.250 77,317.50 F) 08 ARCHITECTURAL TREATMENT (MURAL BASE) M2 300.0000 29,100.00 97.000 29,100.00 F) 09 ARCHITECTURAL TREATMENT M2 20.0000 6,860.00 332.710 6,654.20 F) (WALL CAP TEXTURE) 10 DRILL AND BOND DOWEL M 110.0000 79,090.00 645.400 70,994.00 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 S) GIRDER (20 M - 25 M) 14 FURNISH PRECAST PRESTRESSED RECTANGULAR EA 10,000.0000 360,000.00 36.000 360,000.00 S) CONCRETE GIRDER (5 M - 10 M) 15 FURNISH PRECAST PRESTRESSED RECTANGULAR EA 15,000.0000 270,000.00 18.000 270,000.00 S) CONCRETE GIRDER (15 M - 20 M) 16 ERECT PRECAST PRESTRESSED CONCRETE EA 1,200.0000 75,600.00 63.000 75,600.00 S) GIRDER 17 REINFORCED CONCRETE CRIB WALL (TYPE A) M2 300.0000 36,000.00 99.570 29,871.00 18 REINFORCED CONCRETE CRIB WALL (TYPE B) M2 500.0000 145,000.00 267.930 133,965.00 19 REINFORCED CONCRETE CRIB WALL (TYPE C) M2 600.0000 66,000.00 105.660 63,396.00 20 REINFORCED CONCRETE CRIB WALL (TYPE D) M2 750.0000 225,000.00 296.060 222,045.00 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 538,250.00 213,897.000 534,742.50 SF) 23 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 598,100.00 299,082.420 598,164.84 SF) 24 SHOTCRETE M3 800.0000 478,400.00 595.750 476,600.00 F) 25 WEATHERING STEEL PLATE EA 150.0000 143,250.00 929.000 139,350.00 SF) 26 FURNISH SIGN STRUCTURE (TUBULAR) KG 10.0000 63,400.00 6,340.000 63,400.00 F) 27 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 6,340.00 6,340.000 6,340.00 SF) 28 FURNISH SIGN STRUCTURE (TRUSS) KG 10.0000 82,360.00 8,236.000 82,360.00 F) 29 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 7,954.00 7,954.000 7,954.00 SF) 30 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 10.0000 8,500.00 850.000 8,500.00 F) WITHOUT WALKWAY) PROGRAM CAS145 PAGE 6 DATE 10/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 02:54 PM ESTIMATE NO. 14 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 10/20/08 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 10/21/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 28,000.00 121.110 24,222.00 (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 40.560 5,272.80 (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 2.100 273.00 (1.6 MM-FRAMED) 38 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 1,170.00 9.000 1,170.00 (2.0 MM-FRAMED) 39 1524 MM CAST-IN-DRILLED-HOLE M 1,000.0000 18,000.00 17.600 17,600.00 S) CONCRETE PILE (SIGN FOUNDATION) 40 METAL (BARRIER MOUNTED SIGN) KG 10.0000 20,700.00 1,690.000 16,900.00 41 ROADSIDE SIGN - ONE POST EA 150.0000 5,100.00 6.000 900.00 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 11.100 3,330.00 215.300 64,590.00 48 600 MM ALTERNATIVE PIPE CULVERT M 300.0000 180,000.00 27.600 8,280.00 477.600 143,280.00 49 750 MM ALTERNATIVE PIPE CULVERT M 300.0000 14,400.00 48.000 14,400.00 48.000 14,400.00 50 450 MM REINFORCED CONCRETE PIPE M 300.0000 14,400.00 47.500 14,250.00 51 600 MM REINFORCED CONCRETE PIPE M 1,000.0000 10,000.00 10.100 10,100.00 52 750 MM REINFORCED CONCRETE PIPE M 1,000.0000 22,000.00 25.800 25,800.00 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 25.400 12,700.00 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 28.850 5,770.00 57 CONCRETE (CHANNEL LINING) M3 1,000.0000 8,000.00 2.690 2,690.00 PROGRAM CAS145 PAGE 7 DATE 10/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 02:54 PM ESTIMATE NO. 14 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 10/20/08 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 10/21/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.430 430.00 6.050 6,050.00 59 SLOPE PAVING (CONCRETE) M3 500.0000 16,000.00 24.000 12,000.00 F) 60 ROCK SLOPE PROTECTION FABRIC M2 10.0000 360.00 50.590 505.90 61 MINOR CONCRETE (MISCELLANEOUS M3 350.0000 80,500.00 64.270 22,494.50 108.690 38,041.50 CONSTRUCTION) 62 MINOR CONCRETE (GUTTER) M 100.0000 26,000.00 247.000 24,700.00 F) 63 MINOR CONCRETE (TEXTURE PAVING) M2 80.0000 76,000.00 428.360 34,268.80 428.360 34,268.80 (GORE PAVING) 64 MISCELLANEOUS IRON AND STEEL KG 5.0000 78,235.00 12,201.000 61,005.00 SF) 65 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 800.00 160.000 800.00 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 73.000 1,460.00 71 TUBULAR RAILING (MODIFIED) M 520.0000 394,160.00 270.000 140,400.00 468.000 243,360.00 SF) 72 CABLE RAILING M 35.0000 9,765.00 223.200 7,812.00 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 43,500.00 288.000 43,200.00 80 CONCRETE BARRIER (TYPE 60C) M 500.0000 80,000.00 85.000 42,500.00 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 6,123.000 918,450.00 83 CONCRETE BARRIER (TYPE 60SA) M 350.0000 43,295.00 123.700 43,295.00 F) 84 CONCRETE BARRIER (TYPE 60SC) M 350.0000 343,000.00 930.000 325,500.00 PROGRAM CAS145 PAGE 8 DATE 10/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 02:54 PM ESTIMATE NO. 14 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 10/20/08 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 10/21/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 105,000.00 200.000 60,000.00 86 CONCRETE BARRIER (TYPE 732) M 300.0000 30,000.00 90.000 27,000.00 90.000 27,000.00 F) 87 THERMOPLASTIC PAVEMENT MARKING M2 25.0000 14,500.00 40.950 1,023.75 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 13.000 32.50 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 9,379.000 4,220.55 89,155.000 40,119.75 S) 94 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 19,700.00 14,946.000 14,946.00 S) 95 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.8000 35,280.00 5,657.000 15,839.60 S) 96 SIGNAL AND LIGHTING (LOCATION 1) LS 130,000.0000 130,000.00 0.040 5,200.00 0.740 96,200.00 S) 97 SIGNAL AND LIGHTING (LOCATION 2) LS 145,000.0000 145,000.00 0.660 95,700.00 S) 98 SIGNAL AND LIGHTING LS 50,000.0000 50,000.00 0.910 45,500.00 S) (STAGE CONSTRUCTION 2A - LOCATION 2) 99 LIGHTING AND SIGN ILLUMINATION LS 355,000.0000 355,000.00 0.050 17,750.00 0.530 188,150.00 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 74.000 6,660.00 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 0.070 2,800.00 0.960 38,400.00 S) 04 MODIFY RAMP METERING SYSTEM (LOCATION 1) LS 10,000.0000 10,000.00 0.370 3,700.00 1.000 10,000.00 S) 05 MODIFY RAMP METERING SYSTEM (LOCATION 2) LS 10,000.0000 10,000.00 0.170 1,700.00 1.000 10,000.00 S) 06 RAMP METERING SYSTEM (LOCATION 3) LS 50,000.0000 50,000.00 0.150 7,500.00 S) 07 RAMP METERING SYSTEM (LOCATION 4) LS 50,000.0000 50,000.00 0.020 1,000.00 0.190 9,500.00 S) 08 RAMP METERING SYSTEM (LOCATION 5) LS 40,000.0000 40,000.00 0.170 6,800.00 0.780 31,200.00 S) 09 RAMP METERING SYSTEM (LOCATION 6) LS 30,000.0000 30,000.00 0.890 26,700.00 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 10/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 02:54 PM ESTIMATE NO. 14 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 10/20/08 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 10/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 779,175.15 25,595,870.69 ADJUSTMENT OF COMPENSATION -2,656.87 170,385.53 EXTRA WORK 225,644.29 1,029,860.43 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,002,162.57 26,796,116.65 12 MOBILIZATION LS 3225,000.0000 3,225,000.00 1.000 3,225,000.00 ORIGINAL CONTRACT AMOUNT 32,821,953.00 TOTAL WORK COMPLETED 1,002,162.57 30,021,116.65 MATERIALS ON HAND ON SITE 42,519.61 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -57,219.93 TOTAL 992,162.57 30,006,416.33 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 11/04/09 250 11 0 0 86% 96% PROGRESS UNSATISFACTORY ETEZADI, AMIR RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 10/21/08