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 06/19/08 EST. NO.09 TIME 12:45 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 --------------------------------------------------------------------------- 004 0057 3,765.33 E.W. @ F.A.(+) 041708 N 0346.0 005 0056 618.05 E.W. @ F.A.(+) 030708 N 0135.0 0076 245.08 030608 N 0314.0 0081 594.92 050508 N 0324.0 0082 126.07 050708 N 0334.0 0083 140.26 050608 N 0335.0 0084 277.38 050508 N 0336.0 0087 209.82 050708 N 0347.0 0088 393.42 050808 N 0348.0 0089 419.65 050908 N 0349.0 0090 212.89 051608 N 0350.0 0091 215.91 052008 N 0351.0 0092 254.53 052208 N 0352.0 0093 105.98 050808 N 0358.0 0094 45.71 050908 N 0359.0 0095 101.65 050908 N 0360.0 0096 91.41 051208 N 0361.0 0097 68.57 051308 N 0362.0 0098 263.19 051408 N 0363.0 0099 91.41 051508 N 0364.0 0100 91.41 051608 N 0365.0 0101 68.57 051908 N 0366.0 0102 78.68 052308 N 0369.0 0103 209.83 052708 N 0370.0 0104 454.71 052908 N 0371.0 0105 454.71 053008 N 0372.0 0106 91.41 053008 N 0373.0 9,690.55 TOTAL THIS ESTIMATE 375,887.65 TOTAL PREVIOUS ESTIMATE 385,578.20 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 06/19/08 EST. NO.09 TIME 12:45 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 -680.00 -24,159.93 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 -10,000.00 -30,000.00 TOTAL DEDUCTIONS -10,680.00 -54,159.93 PROGRAM CAS145 PAGE 1 DATE 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 12:45 PM ESTIMATE NO. 09 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 06/20/08 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 06/19/08 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 0.085 93,500.00 0.646 710,600.00 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 0.085 850.00 0.646 6,460.00 06 PREPARE STORM WATER POLLUTION LS 15,000.0000 15,000.00 0.033 495.00 0.758 11,370.00 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 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 6,600.00 350.500 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 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 0.085 4,250.00 0.646 32,300.00 16 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 15,000.0000 15,000.00 0.085 1,275.00 0.646 9,690.00 17 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.042 840.00 0.623 12,460.00 S) 18 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.085 12,750.00 0.646 96,900.00 S) 19 TYPE III BARRICADE EA 40.0000 3,640.00 6.000 240.00 21.000 840.00 S) 20 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 8,080.00 31,501.300 31,501.30 35,343.000 35,343.00 S) 21 TRAFFIC PLASTIC DRUM EA 40.0000 35,200.00 44.000 1,760.00 140.000 5,600.00 S) 22 TEMPORARY PAVEMENT MARKER EA 4.0000 1,480.00 5,832.000 23,328.00 6,093.000 24,372.00 S) PROGRAM CAS145 PAGE 2 DATE 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 12:45 PM ESTIMATE NO. 09 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 06/20/08 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,390,000.00 380.000 38,000.00 12,410.900 1,241,090.00 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 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 24,840.00 100.000 2,700.00 30 REMOVE TRAFFIC STRIPE M 1.2000 103,920.00 29,219.000 35,062.80 46,536.000 55,843.20 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 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 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 4,110,000.00 847.530 50,851.80 53,886.827 3,233,209.62 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 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 12:45 PM ESTIMATE NO. 09 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 06/20/08 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 20.000 800.00 720.000 28,800.00 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 45,400.00 232.000 11,600.00 676.000 33,800.00 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 306,930.00 333.550 33,355.00 333.550 33,355.00 F) 58 STRUCTURE BACKFILL (RETAINING WALL) M3 50.0000 79,050.00 396.720 19,836.00 1,311.350 65,567.50 F) 59 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 50.0000 3,350.00 10.500 525.00 42.500 2,125.00 F) 60 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 50.0000 1,300.00 13.000 650.00 13.000 650.00 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 10,286.430 617,185.80 S) 64 HIGHWAY PLANTING LS 400,000.0000 400,000.00 0.013 5,200.00 0.056 22,400.00 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 0.329 11,515.00 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 0.043 1,505.00 0.329 11,515.00 S) PROGRAM CAS145 PAGE 4 DATE 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 12:45 PM ESTIMATE NO. 09 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 06/20/08 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.067 26,800.00 0.465 186,000.00 S) 78 WATER METER EA 50,000.0000 50,000.00 0.000 0.00 S) 79 TEMPORARY IRRIGATION SUPPLY LINE M 20.0000 12,800.00 320.000 6,400.00 S) 80 200 MM CORRUGATED HIGH DENSITY M 125.0000 26,250.00 67.450 8,431.25 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 75,000.00 149.870 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 0.000 0.00 85 CLASS 2 AGGREGATE BASE M3 70.0000 1,176,000.00 946.010 66,220.70 10,374.720 726,230.40 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 1.050 525.00 88 ASPHALT CONCRETE (TYPE A) TONN 100.0000 1,550,000.00 942.320 94,232.00 4,130.815 413,081.50 89 ASPHALT CONCRETE BASE (TYPE A) TONN 95.0000 1,244,500.00 11,232.985 1,067,133.58 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 9,717.270 2,332,144.80 94 SEAL PAVEMENT JOINT M 3.0000 38,400.00 8,046.000 24,138.00 95 SEAL LONGITUDINAL ISOLATION JOINT M 3.0000 24,870.00 8,336.000 25,008.00 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 1.000 1,700.00 68.000 115,600.00 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 47.380 45,011.00 493.060 468,407.00 F) 02 STRUCTURAL CONCRETE, RETAINING WALL M3 900.0000 1,937,700.00 93.020 83,718.00 1,856.290 1,670,661.00 F) 03 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,000.0000 263,000.00 68.000 68,000.00 68.000 68,000.00 F) (TYPE N) PROGRAM CAS145 PAGE 5 DATE 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 12:45 PM ESTIMATE NO. 09 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 06/20/08 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 58.800 58,800.00 58.800 58,800.00 (TYPE R) 05 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 371,000.00 11.382 22,764.00 116.612 233,224.00 F) 06 PAVING NOTCH EXTENSION M3 1,000.0000 6,000.00 1.030 1,030.00 07 ARCHITECTURAL TREATMENT (RANDOM FLUTE) M2 30.0000 79,200.00 79.700 2,391.00 2,119.370 63,581.10 F) 08 ARCHITECTURAL TREATMENT (MURAL BASE) M2 300.0000 29,100.00 62.800 18,840.00 87.300 26,190.00 F) 09 ARCHITECTURAL TREATMENT M2 20.0000 6,860.00 123.300 2,466.00 267.300 5,346.00 F) (WALL CAP TEXTURE) 10 DRILL AND BOND DOWEL M 110.0000 79,090.00 550.900 60,599.00 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 4.000 40,000.00 S) CONCRETE GIRDER (5 M - 10 M) 15 FURNISH PRECAST PRESTRESSED RECTANGULAR EA 15,000.0000 270,000.00 2.000 30,000.00 S) CONCRETE GIRDER (15 M - 20 M) 16 ERECT PRECAST PRESTRESSED CONCRETE EA 1,200.0000 75,600.00 15.000 18,000.00 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 4.050 2,025.00 4.050 2,025.00 19 REINFORCED CONCRETE CRIB WALL (TYPE C) M2 600.0000 66,000.00 19.260 11,556.00 19.260 11,556.00 20 REINFORCED CONCRETE CRIB WALL (TYPE D) M2 750.0000 225,000.00 53.380 40,035.00 87.180 65,385.00 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 10,185.000 25,462.50 130,265.200 325,663.00 SF) 23 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 598,100.00 27,500.000 55,000.00 276,549.500 553,099.00 SF) 24 SHOTCRETE M3 800.0000 478,400.00 66.500 53,200.00 531.500 425,200.00 F) 25 WEATHERING STEEL PLATE EA 150.0000 143,250.00 153.000 22,950.00 598.000 89,700.00 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 0.000 0.00 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 0.000 0.00 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 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 12:45 PM ESTIMATE NO. 09 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 06/20/08 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 12.450 2,490.00 (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 25.550 3,321.50 25.550 3,321.50 (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 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 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 1,015.000 10,150.00 1,015.000 10,150.00 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 47.500 14,250.00 158.800 47,640.00 48 600 MM ALTERNATIVE PIPE CULVERT M 300.0000 180,000.00 52.900 15,870.00 357.400 107,220.00 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 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 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 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 12:45 PM ESTIMATE NO. 09 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 06/20/08 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 11.770 4,119.50 32.820 11,487.00 CONSTRUCTION) 62 MINOR CONCRETE (GUTTER) M 100.0000 26,000.00 32.500 3,250.00 32.500 3,250.00 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 1,184.000 5,920.00 10,508.000 52,540.00 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 43,500.00 181.000 27,150.00 288.000 43,200.00 80 CONCRETE BARRIER (TYPE 60C) M 500.0000 80,000.00 85.000 42,500.00 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 5,510.700 826,605.00 83 CONCRETE BARRIER (TYPE 60SA) M 350.0000 43,295.00 124.000 43,400.00 124.000 43,400.00 F) 84 CONCRETE BARRIER (TYPE 60SC) M 350.0000 343,000.00 837.000 292,950.00 PROGRAM CAS145 PAGE 8 DATE 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 12:45 PM ESTIMATE NO. 09 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 06/20/08 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 105,000.00 115.000 34,500.00 200.000 60,000.00 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 17,318.000 7,793.10 72,159.000 32,471.55 S) 94 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 19,700.00 5,619.000 5,619.00 14,901.000 14,901.00 S) 95 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.8000 35,280.00 1,891.000 5,294.80 5,596.000 15,668.80 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 0.010 1,450.00 0.560 81,200.00 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 0.010 3,550.00 0.190 67,450.00 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 0.320 12,800.00 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 0.060 3,000.00 S) 08 RAMP METERING SYSTEM (LOCATION 5) LS 40,000.0000 40,000.00 0.160 6,400.00 0.370 14,800.00 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 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 12:45 PM ESTIMATE NO. 09 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 06/20/08 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,377,295.00 19,383,830.60 ADJUSTMENT OF COMPENSATION 0.00 52,033.77 EXTRA WORK 9,690.55 333,544.43 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,386,985.55 19,769,408.80 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 1,386,985.55 22,994,408.80 MATERIALS ON HAND ON SITE 715,497.10 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,680.00 -54,159.93 TOTAL 1,376,305.55 23,655,745.97 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 10/30/09 168 9 0 0 68% 65% PROGRESS IS SATISFACTORY ETEZADI, AMIR RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 06/19/08