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 12/16/09 EST. NO.07 TIME 08:46 AM R.E. NAME: TOUTOUNCHIAN, MOHAMMAD 07-223804 --------------------------------------------------------------------------- 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 0004 215.00 E.W. @ F.A.(+) 081809 N 4 0 0005 219.51 092309 N 5 0 0006 1,829.78 092409 N 6 0 0007 3,657.18 101609 N 7 0 0008 1,331.61 093009 N 8 0 0009 1,687.31 092809 N 9 0 0010 1,787.56 092809 N 10 0 003 0001 15,840.35 A.C. @ L.S.(+) 082109 N 1 0 004 0001 5,180.55 E.W. @ F.A.(+) 060409 N 1 0 0007 399.74 080609 N 7 0 006 0001 7,366.22 E.W. @ F.A.(+) 072209 N 1 0 008 0001 -11,973.68 A.C. @ U.P.(-) 083109 N 1 0 0002 -19,055.12 091509 N 2 0 009 0001 32,647.79 E.W. @ F.A.(+) 092409 N 1 0 0002 2,338.57 092409 N 2 0 0003 2,626.90 092909 N 3 0 0004 1,741.44 100209 N 4 0 47,840.71 TOTAL THIS ESTIMATE 19,036.26 TOTAL PREVIOUS ESTIMATE 66,876.97 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 12/16/09 EST. NO.07 TIME 08:46 AM R.E. NAME: TOUTOUNCHIAN, MOHAMMAD 07-223804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM SCHEDULE -10,000.00 05 OUT OF SPEC AC -58,000.00 06 OUT STATE INSPECTION -5,000.00 06 SOLID WASTE REPORT -10,000.00 07 OUT OF SPEC A/C 58,000.00 07 48,000.00 -25,000.00 OVERBID ITEMS OVERBID ITEM NO. 033 -11,070.00 01 OVERBID ITEM NO. 033 -11,070.00 02 OVERBID ITEM NO. 033 22,140.00 07 22,140.00 0.00 TOTAL DEDUCTIONS 70,140.00 -25,000.00 PROGRAM CAS145 PAGE 1 DATE 12/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-223804 TIME 08:46 AM ESTIMATE NO. 07 BID OPENING 09/18/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/28/09 R.E. NAME: TOUTOUNCHIAN, MOHAMMAD DATE OF THIS ESTIMATE 12/16/09 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 07-VEN-118-32.0/32.5 ---------------------------------- NYE AND NELSON, INC. IN VENTURA COUNTY IN SIMI VALLEY AT 1860 EASTMAN AVENUE, NO. 108 FROM 0.6 KM WEST OF ROCKY PEAK ROAD VENTURA, CA 93003 OVERCROSSING TO ROCKY PEAK ROAD OVERCROSSING FED. AID NO. N O N E CONSTRUCT RAMPS ------------------------------------------------------------------------------------------------------------------------------------ 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 575.0000 575.00 1.000 575.00 1.000 575.00 02 TIME-RELATED OVERHEAD WDAY 287.5000 31,625.00 110.000 31,625.00 03 TEMPORARY FENCE (TYPE ESA) M 11.5000 759.00 64.000 736.00 04 CONSTRUCTION SITE MANAGEMENT LS 1,955.0000 1,955.00 0.350 684.25 1.000 1,955.00 05 PREPARE STORM WATER POLLUTION LS 575.0000 575.00 1.000 575.00 S) PREVENTION PLAN 06 TEMPORARY FIBER ROLL M 6.4500 7,482.00 1,160.000 7,482.00 07 TEMPORARY SILT FENCE M 11.5000 1,104.00 64.000 736.00 08 TEMPORARY GRAVEL BAG BERM M 17.2500 1,035.00 0.000 0.00 09 TEMPORARY DRAINAGE INLET PROTECTION EA 143.7500 2,012.50 14.000 2,012.50 10 STREET SWEEPING LS 17,250.0000 17,250.00 1.000 17,250.00 11 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,725.0000 1,725.00 1.000 1,725.00 12 CONSTRUCTION AREA SIGNS LS 5,738.0000 5,738.00 0.200 1,147.60 1.000 5,738.00 S) 13 TRAFFIC CONTROL SYSTEM LS 34,500.0000 34,500.00 0.100 3,450.00 1.000 34,500.00 S) 14 TYPE III BARRICADE EA 51.7500 1,035.00 20.000 1,035.00 S) 15 CHANNELIZER (SURFACE MOUNTED) EA 34.5000 3,795.00 100.000 3,450.00 S) 16 TEMPORARY RAILING (TYPE K) M 62.1000 95,013.00 73.200 4,545.72 1,517.200 94,218.12 17 TEMPORARY CRASH CUSHION MODULE EA 212.7500 8,297.25 39.000 8,297.25 S) 18 ABANDON CULVERT M 57.5000 1,035.00 18.000 1,035.00 19 REMOVE CHAIN LINK FENCE M 20.0000 1,280.00 64.000 1,280.00 20 REMOVE METAL BEAM GUARD RAILING M 16.4300 4,436.10 191.720 3,149.96 S) 21 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.4500 1,173.00 137.000 472.65 S) STRIPE 22 REMOVE PAINTED TRAFFIC STRIPE M 2.3000 3,266.00 51.490 118.43 1,571.900 3,615.37 S) PROGRAM CAS145 PAGE 2 DATE 12/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-223804 TIME 08:46 AM ESTIMATE NO. 07 BID OPENING 09/18/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/28/09 R.E. NAME: TOUTOUNCHIAN, MOHAMMAD DATE OF THIS ESTIMATE 12/16/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.3000 3,220.00 1,395.000 3,208.50 S) 24 REMOVE PAVEMENT MARKER EA 1.1500 1,529.50 1,295.000 1,489.25 S) 25 REMOVE ROADSIDE SIGN EA 431.2500 5,175.00 11.000 4,743.75 26 REMOVE SIGN STRUCTURE EA 6,325.0000 6,325.00 1.000 6,325.00 27 REMOVE BRIDGE MOUNTED SIGN EA 8,165.0000 8,165.00 1.000 8,165.00 28 REMOVE OVERSIDE DRAIN EA 13,570.0000 13,570.00 1.000 13,570.00 29 REMOVE PIPE M 57.5000 155.25 2.700 155.25 30 REMOVE INLET EA 690.0000 690.00 1.000 690.00 31 REMOVE JUNCTION BOX EA 690.0000 690.00 2.000 1,380.00 32 BRIDGE REMOVAL (PORTION) LS 21,275.0000 21,275.00 1.000 21,275.00 33 CLEARING AND GRUBBING LS 27,140.0000 27,140.00 1.000 27,140.00 34 ROADWAY EXCAVATION M3 36.8000 386,400.00 10,650.000 391,920.00 35 LEAD COMPLIANCE PLAN LS 2,875.0000 2,875.00 1.000 2,875.00 S) 36 STRUCTURE EXCAVATION (BRIDGE) M3 115.0000 4,600.00 40.000 4,600.00 F) 37 STRUCTURE BACKFILL (BRIDGE) M3 345.0000 2,415.00 7.000 2,415.00 F) 38 SAND BACKFILL M3 230.0000 1,380.00 5.100 1,173.00 39 ROCK BLANKET M2 158.1300 17,394.30 110.000 17,394.30 S) 40 BOULDER EA 172.5000 11,730.00 74.000 12,765.00 S) 41 EROSION CONTROL (TYPE D) M2 1.9700 15,050.80 7,640.000 15,050.80 7,640.000 15,050.80 S) 42 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 575.0000 1,150.00 0.000 0.00 S) 43 CLASS 3 AGGREGATE BASE M3 34.3700 95,548.60 2,780.000 95,548.60 44 LEAN CONCRETE BASE M3 205.7000 329,120.00 1,604.750 330,097.08 45 HOT MIX ASPHALT (TYPE B) TONN 105.1500 400,936.95 4,398.670 462,520.15 46 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 7.1500 178.75 23.000 164.45 47 PLACE HOT MIX ASPHALT DIKE (TYPE D) M 7.1500 4,290.00 709.000 5,069.35 48 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 7.1500 221.65 36.000 257.40 49 PLACE HOT MIX ASPHALT M2 13.6800 6,156.00 392.200 5,365.30 (MISCELLANEOUS AREA) PROGRAM CAS145 PAGE 3 DATE 12/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-223804 TIME 08:46 AM ESTIMATE NO. 07 BID OPENING 09/18/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/28/09 R.E. NAME: TOUTOUNCHIAN, MOHAMMAD DATE OF THIS ESTIMATE 12/16/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CONCRETE PAVEMENT (RAMP TERMINI) M3 376.2000 56,430.00 148.000 55,677.60 51 STRUCTURAL CONCRETE, BRIDGE M3 935.0000 38,335.00 41.000 38,335.00 F) 52 MINOR CONCRETE (MINOR STRUCTURE) M3 1,650.0000 30,690.00 2.500 4,125.00 22.880 37,752.00 F) 53 MINOR CONCRETE (CONCRETE DRAIN) M3 1,100.0000 1,650.00 1.500 1,650.00 54 BAR REINFORCING STEEL (BRIDGE) KG 4.4000 8,800.00 2,000.000 8,800.00 SF) 55 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 50.0000 60,400.00 1,208.000 60,400.00 F) WITH WALKWAY) 56 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 25.0000 30,200.00 1,208.000 30,200.00 SF)WITH WALKWAY) 57 FURNISH REMOVABLE SIGN PANEL FRAME KG 60.0000 4,320.00 72.000 4,320.00 WITH SIGN PANELS ATTACHED 58 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 45.0000 40,860.00 908.000 40,860.00 F) 59 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 10.0000 9,080.00 908.000 9,080.00 SF) 60 FURNISH SIGN STRUCTURE (TRUSS) KG 15.0000 348,990.00 23,266.000 348,990.00 F) 61 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 23,266.00 23,266.000 23,266.00 SF) 62 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 141.9000 10,216.80 72.000 10,216.80 63 FURNISH LAMINATED PANEL SIGN M2 235.4000 1,082.84 4.600 1,082.84 (25.4 MM-TYPE A) 64 FURNISH LAMINATED PANEL SIGN M2 218.9000 2,407.90 0.000 0.00 (25.4 MM-TYPE B) 65 FURNISH SINGLE SHEET ALUMINUM SIGN M2 141.9000 2,128.50 0.000 0.00 (1.6 MM-UNFRAMED) 66 FURNISH SINGLE SHEET ALUMINUM SIGN M2 156.2000 3,124.00 0.000 0.00 (2.0 MM-UNFRAMED) 67 FURNISH SINGLE SHEET ALUMINUM SIGN M2 188.1000 940.50 0.000 0.00 (2.0 MM-FRAMED) 68 760 MM CAST-IN-DRILLED-HOLE M 1,100.0000 3,740.00 3.400 3,740.00 S) CONCRETE PILE (SIGN FOUNDATION) 69 1524 MM CAST-IN-DRILLED-HOLE M 2,750.0000 57,750.00 21.000 57,750.00 S) CONCRETE PILE (SIGN FOUNDATION) 70 ROADSIDE SIGN - ONE POST EA 423.5000 15,246.00 39.000 16,516.50 71 ROADSIDE SIGN - TWO POST EA 1,254.0000 6,270.00 3.000 3,762.00 72 ROADSIDE SIGN (METAL POST) EA 357.5000 1,430.00 4.000 1,430.00 73 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 165.0000 165.00 3.000 495.00 METHOD) 74 600 MM REINFORCED CONCRETE PIPE M 270.2500 29,727.50 185.900 50,239.48 75 450 MM CORRUGATED STEEL PIPE M 146.0500 46,736.00 300.300 43,858.82 (2.01 MM THICK) 76 600 MM CORRUGATED STEEL PIPE M 203.5500 8,345.55 40.500 8,243.78 (2.77 MM THICK) PROGRAM CAS145 PAGE 4 DATE 12/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-223804 TIME 08:46 AM ESTIMATE NO. 07 BID OPENING 09/18/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/28/09 R.E. NAME: TOUTOUNCHIAN, MOHAMMAD DATE OF THIS ESTIMATE 12/16/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 GRATED LINE DRAIN M 282.9000 18,388.50 62.500 17,681.25 78 600 MM STEEL FLARED END SECTION EA 805.0000 1,610.00 2.000 1,610.00 79 ROCK SLOPE PROTECTION M3 172.5000 1,552.50 9.000 1,552.50 (FACING, METHOD B) 80 ROCK SLOPE PROTECTION FABRIC M2 23.0000 736.00 31.500 724.50 81 MINOR CONCRETE (MISCELLANEOUS M3 853.3000 10,239.60 10.250 8,746.33 CONSTRUCTION) 82 MINOR CONCRETE (STAMPED CONCRETE) M3 871.7000 53,173.70 52.440 45,711.95 83 MISCELLANEOUS IRON AND STEEL KG 4.6000 9,002.20 65.000 299.00 2,286.000 10,515.60 SF) 84 CONCRETE BARRIER DELINEATOR (400 MM) EA 34.5000 586.50 17.000 586.50 85 DELINEATOR (CLASS 1) EA 46.0000 2,346.00 51.000 2,346.00 86 GUARD RAILING DELINEATOR EA 19.8000 99.00 8.000 158.40 13.000 257.40 87 METAL BEAM GUARD RAILING (WOOD POST) M 102.3000 3,989.70 64.600 6,608.58 84.200 8,613.66 S) 88 CHAIN LINK RAILING (TYPE 7) M 178.2000 12,830.40 72.000 12,830.40 SF) 89 CONCRETE BARRIER (TYPE 26 MODIFIED) M 313.5000 22,572.00 72.000 22,572.00 F) 90 TRANSITION RAILING (TYPE WB) EA 4,739.9000 18,959.60 4.000 18,959.60 S) 91 END ANCHOR ASSEMBLY (TYPE SFT) EA 806.3000 1,612.60 1.000 806.30 3.000 2,418.90 S) 92 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,035.9000 4,035.90 1.000 4,035.90 S) 93 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,810.5000 11,242.00 5.000 14,052.50 S) 94 CONCRETE BARRIER (TYPE 60C) M 467.5000 39,270.00 44.250 20,686.88 95 CONCRETE BARRIER (TYPE 732 MODIFIED) M 198.0000 14,256.00 72.000 14,256.00 F) 96 CONCRETE BARRIER (TYPE 732B) M 803.0000 12,848.00 16.000 12,848.00 97 THERMOPLASTIC PAVEMENT MARKING M2 44.0000 4,356.00 38.860 1,709.84 136.530 6,007.32 S) 98 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 2,970.00 2,638.500 2,902.35 2,638.500 2,902.35 S) 99 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2000 968.00 472.500 1,039.50 S) 00 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 2,145.00 1,933.000 2,126.30 S) (BROKEN 10.98 M - 3.66 M) 01 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 341.00 298.000 327.80 S) (BROKEN 5.18 M - 2.14 M) 02 PAINT TRAFFIC STRIPE M 0.5500 1,721.50 2,858.000 1,571.90 S) 03 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1000 1,144.00 1,036.000 1,139.60 S) PROGRAM CAS145 PAGE 5 DATE 12/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-223804 TIME 08:46 AM ESTIMATE NO. 07 BID OPENING 09/18/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/28/09 R.E. NAME: TOUTOUNCHIAN, MOHAMMAD DATE OF THIS ESTIMATE 12/16/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.2000 1,100.00 417.000 917.40 S) 05 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,650.0000 1,650.00 1.000 1,650.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 06 LIGHTING AND SIGN ILLUMINATION LS 170,500.0000 170,500.00 0.030 5,115.00 1.000 170,500.00 S) 07 COMMUNICATION SYSTEM INTEGRATION LS 15,400.0000 15,400.00 1.000 15,400.00 S) 08 RAMP METERING SYSTEM LS 77,000.0000 77,000.00 0.030 2,310.00 1.000 77,000.00 S) PROGRAM CAS145 PAGE 6 DATE 12/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-223804 TIME 08:46 AM ESTIMATE NO. 07 BID OPENING 09/18/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/28/09 R.E. NAME: TOUTOUNCHIAN, MOHAMMAD DATE OF THIS ESTIMATE 12/16/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 49,606.27 3,015,073.89 ADJUSTMENT OF COMPENSATION -15,188.45 -15,188.45 EXTRA WORK 63,029.16 82,065.42 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 97,446.98 3,081,950.86 09 MOBILIZATION LS 290,000.0000 290,000.00 1.000 290,000.00 ORIGINAL CONTRACT AMOUNT 3,244,024.94 TOTAL WORK COMPLETED 97,446.98 3,371,950.86 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 70,140.00 -25,000.00 TOTAL 167,586.98 3,346,950.86 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 033 CLEARING AND GRUBBING 5,000.00 27,140.00 22,140.00 DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 10/23/08 110 11/07/08 00/00/00 10/28/09 139 103 0 0 100% 100% TOUTOUNCHIAN, MOHAMMAD RESIDENT ENGINEER PROGRAM CAS145 DATE 12/16/09