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 07/23/08 EST. NO.16 TIME 09:56 AM R.E. NAME: TOUTOUNCHIAN, MOHAMMAD 07-116794 --------------------------------------------------------------------------- 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 0310 457.78 E.W. @ F.A.(+) 041108 N 0551.0 0348 742.73 030408 N 0602.0 0349 742.73 030608 N 0603.0 003 0013 1,902.91 E.W. @ F.A.(+) 022808 N 0466.0 0014 1,268.60 021908 N 0652.0 0015 1,695.56 022108 N 0653.0 0016 955.37 022208 N 0654.0 0018 806.92 021108 N 0662.0 0019 498.63 031008 N 0663.0 004 0012 854.50 E.W. @ F.A.(+) 061708 N 0682.0 006 0009 693.75 E.W. @ F.A.(+) 100307 N 0609.0 007 0023 533.50 E.W. @ F.A.(+) 082107 N 0548.0 0024 341.00 082107 N 0606.0 0025 330.00 082107 N 0651.0 0026 214.08 082107 N 0664.0 0030 15.06 060208 N 0683.0 014 0023 1,161.81 E.W. @ F.A.(+) 013108 N 0588.0 0024 1,123.94 030708 N 0589.0 018 0025 12,034.88 E.W. @ F.A.(+) 101807 N 0509.0 0026 12,919.64 101907 N 0510.0 022 0001 508.13 E.W. @ F.A.(+) 012408 N 0394.0 0003 194.67 121807 N 0423.0 0004 194.67 121907 N 0424.0 0005 172.95 012808 N 0425.0 023 0001 -47,084.85 A.C. @ L.S.(-) 071808 N 1 0 025 0001 66,855.25 E.W. @ U.P (+) 071808 N 1 0 028 0003 128,376.15 E.W. @ L.S.(+) 071808 N 3 0 032 0001 116,365.00 A.C. @ U.P.(+) 071808 N 1 0 036 0001 5,700.00 E.W. @ L.S.(+) 071808 N 1 0 310,575.36 TOTAL THIS ESTIMATE 2,411,233.70 TOTAL PREVIOUS ESTIMATE 2,721,809.06 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 07/23/08 EST. NO.16 TIME 09:56 AM R.E. NAME: TOUTOUNCHIAN, MOHAMMAD 07-116794 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP NON-COMPLIANCE -10,000.00 05 SWPPP NON-COMPLIANCE 10,000.00 06 CPM SCHEDULE -10,000.00 07 SWPPP NON-COMPLIANCE -10,000.00 07 SWPPP NON-COMPLAINCE 10,000.00 08 SWPP NON-COMPLIANCE -10,000.00 13 0.00 -20,000.00 TOTAL DEDUCTIONS 0.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 07/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-116794 TIME 09:56 AM ESTIMATE NO. 16 BID OPENING 02/08/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/08 R.E. NAME: TOUTOUNCHIAN, MOHAMMAD DATE OF THIS ESTIMATE 07/23/08 LOCATION PROGRESS ESTIMATE 07-VEN-118-T18.2/R32.6 ----------------- C.A. RASMUSSEN, INC. VEN 118 18.2/32.6 HWY WIDENING AND VALENCIA COMMERCE CENTER ITS FEATURES (SIMI VALLEY-TAPO CANY 28548 LIVINGSTON AVENUE ON ROAD TO LOS ANGLES COUNTY LINE VALENCIA, CA 91355-4171 -WIDEN FR 6 TO 8 LANES WITH SOUNDWA LL AND INTELIGENT ITS FEATURES. FED. AID NO. N O N E WIDEN HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.500 5,000.00 02 TIME-RELATED OVERHEAD WDAY 2,000.0000 1,200,000.00 20.000 40,000.00 302.000 604,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 47.0000 21,620.00 460.000 21,620.00 S) 04 TEMPORARY FENCE (TYPE ESA) M 32.0000 3,520.00 260.000 8,320.00 S) 05 PREPARE STORM WATER POLLUTION LS 15,000.0000 15,000.00 1.000 15,000.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 130,000.0000 130,000.00 0.070 9,100.00 0.580 75,400.00 07 CONSTRUCTION AREA SIGNS LS 60,000.0000 60,000.00 0.750 45,000.00 S) 08 TRAFFIC CONTROL SYSTEM LS 570,000.0000 570,000.00 0.070 39,900.00 0.580 330,600.00 S) 09 TYPE III BARRICADE EA 74.7000 4,482.00 60.000 4,482.00 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 5,700.00 328.000 9,840.00 S) 11 TEMPORARY RAILING (TYPE K) M 31.0000 384,400.00 -200.800 -6,224.80 11,720.720 363,342.32 S) 12 TEMPORARY CRASH CUSHION MODULE EA 300.0000 57,000.00 323.000 96,900.00 S) 13 ABANDON CULVERT M 110.0000 17,600.00 104.500 11,495.00 14 ABANDON INLET EA 1,200.0000 6,000.00 3.000 3,600.00 15 REMOVE CHAIN LINK FENCE M 9.0000 4,770.00 638.500 5,746.50 S) 16 REMOVE METAL BEAM GUARD RAILING M 22.0000 58,520.00 2,749.180 60,481.96 S) 17 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.9000 19,950.00 5,788.620 10,998.38 S) STRIPE 18 REMOVE TRAFFIC STRIPE M 1.2000 62,040.00 21,161.610 25,393.93 S) 19 REMOVE PAVEMENT MARKING M2 43.0000 2,408.00 80.780 3,473.54 S) 20 REMOVE PAVEMENT MARKER EA 1.0000 15,700.00 10,682.000 10,682.00 S) 21 REMOVE ROADSIDE SIGN EA 200.0000 8,800.00 46.000 9,200.00 22 REMOVE SIGN STRUCTURE EA 2,300.0000 18,400.00 5.000 11,500.00 PROGRAM CAS145 PAGE 2 DATE 07/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-116794 TIME 09:56 AM ESTIMATE NO. 16 BID OPENING 02/08/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/08 R.E. NAME: TOUTOUNCHIAN, MOHAMMAD DATE OF THIS ESTIMATE 07/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE BRIDGE MOUNTED SIGN EA 1,700.0000 8,500.00 5.000 8,500.00 24 REMOVE ASPHALT CONCRETE DIKE M 5.0000 24,200.00 4,738.960 23,694.80 25 REMOVE CULVERT M 110.0000 37,400.00 7.800 858.00 350.600 38,566.00 26 REMOVE INLET EA 1,320.0000 64,680.00 49.000 64,680.00 27 SALVAGE METAL BRIDGE RAILING M 17.0000 13,243.00 779.000 13,243.00 28 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 460.00 0.000 0.00 29 REMOVE CONCRETE M3 520.0000 11,440.00 31.270 16,260.40 30 REMOVE CONCRETE CURB M 30.0000 24,000.00 1,051.670 31,550.10 31 REMOVE CONCRETE BARRIER M 19.0000 82,460.00 312.000 5,928.00 32 CLEAN BRIDGE DECK M2 30.0000 2,010.00 0.000 0.00 33 ACCESS OPENING, SOFFIT EA 2,600.0000 67,600.00 13.000 33,800.00 34 CAP INLET EA 1,800.0000 12,600.00 6.000 10,800.00 35 BRIDGE REMOVAL (PORTION), LOCATION A LS 13,000.0000 13,000.00 1.000 13,000.00 36 BRIDGE REMOVAL (PORTION), LOCATION B LS 41,000.0000 41,000.00 1.000 41,000.00 37 BRIDGE REMOVAL (PORTION), LOCATION C LS 32,000.0000 32,000.00 0.500 16,000.00 38 BRIDGE REMOVAL (PORTION), LOCATION D LS 29,000.0000 29,000.00 1.000 29,000.00 39 BRIDGE REMOVAL (PORTION), LOCATION E LS 19,000.0000 19,000.00 1.000 19,000.00 40 RESET CONCRETE BARRIER (TYPE K) M 9.0000 36,630.00 4,070.000 36,630.00 41 CLEARING AND GRUBBING LS 195,400.0000 195,400.00 1.000 195,400.00 42 ROADWAY EXCAVATION M3 40.0000 496,000.00 924.000 36,960.00 14,210.000 568,400.00 43 ROADWAY EXCAVATION (TYPE Y-1) M3 40.0000 16,000.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 44 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 45 STRUCTURE EXCAVATION (BRIDGE) M3 70.0000 107,520.00 1,536.000 107,520.00 F) 46 STRUCTURE BACKFILL (BRIDGE) M3 80.0000 78,560.00 66.000 5,280.00 982.000 78,560.00 F) 47 DITCH EXCAVATION M3 45.0000 12,600.00 119.000 5,355.00 48 IMPORTED MATERIAL (SHOULDER BACKING) TONN 108.0000 12,960.00 0.000 0.00 49 HIGHWAY PLANTING LS 156,000.0000 156,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 07/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-116794 TIME 09:56 AM ESTIMATE NO. 16 BID OPENING 02/08/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/08 R.E. NAME: TOUTOUNCHIAN, MOHAMMAD DATE OF THIS ESTIMATE 07/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 FIBER (EROSION CONTROL) KG 1.0000 4,330.00 0.000 0.00 S) 51 COMPOST (EROSION CONTROL) M3 100.0000 4,500.00 0.000 0.00 S) 52 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 300.0000 3,000.00 0.000 0.00 S) 53 SEED (EROSION CONTROL) KG 40.0000 14,400.00 0.000 0.00 S) 54 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.4000 3,528.00 0.000 0.00 S) 55 PLANT ESTABLISHMENT WORK LS 20,300.0000 20,300.00 0.000 0.00 S) 56 MAINTAIN EXISTING IRRIGATION FACILITIES LS 16,200.0000 16,200.00 0.000 0.00 S) 57 IRRIGATION SYSTEM LS 371,900.0000 371,900.00 0.000 0.00 S) 58 NPS 2.5 SUPPLY LINE (BRIDGE) M 240.0000 13,920.00 11.600 2,784.00 59 NPS 3 SUPPLY LINE (BRIDGE) M 280.0000 42,560.00 15.200 4,256.00 60 WATER METER EA 4,300.0000 4,300.00 0.000 0.00 S) 61 EXTEND 200 MM CONDUIT M 230.0000 41,400.00 126.000 28,980.00 S) 62 CLASS 3 AGGREGATE BASE M3 39.0000 339,690.00 9,673.350 377,260.65 63 LEAN CONCRETE BASE M3 150.0000 763,500.00 5,094.740 764,211.00 64 ASPHALT CONCRETE (TYPE B) TONN 100.0000 804,000.00 20.450 2,045.00 4,885.880 488,588.00 65 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 100.0000 306,000.00 0.000 0.00 66 PLACE ASPHALT CONCRETE DIKE M 20.0000 7,600.00 0.000 0.00 67 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 69.0000 37,950.00 156.000 10,764.00 AREA) 68 LIQUID ASPHALT, MC-250 (PRIME COAT) TONN 498.0000 3,486.00 4.000 1,992.00 4.000 1,992.00 69 ASPHALTIC EMULSION (PAINT BINDER) TONN 500.0000 5,000.00 0.000 0.00 70 CONCRETE PAVEMENT M3 210.0000 2,049,600.00 1,255.410 263,636.10 7,243.560 1,521,147.60 71 SEAL PAVEMENT JOINT M 19.0000 218,500.00 0.000 0.00 72 SEAL LONGITUDINAL ISOLATION JOINT M 10.0000 44,400.00 0.000 0.00 73 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 158.0000 2,417,400.00 13,068.500 2,064,823.00 S) PILING 74 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 215.0000 218,010.00 1,014.000 218,010.00 S) PILING 75 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 370.0000 85,100.00 226.050 83,638.50 S) PILING 76 FURNISH PILING (CLASS 900) M 89.0000 98,790.00 1,151.130 102,450.57 (ALTERNATIVE "X") PROGRAM CAS145 PAGE 4 DATE 07/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-116794 TIME 09:56 AM ESTIMATE NO. 16 BID OPENING 02/08/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/08 R.E. NAME: TOUTOUNCHIAN, MOHAMMAD DATE OF THIS ESTIMATE 07/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 DRIVE PILING (CLASS 900) EA 2,000.0000 156,000.00 73.000 146,000.00 S) (ALTERNATIVE "X") 78 FURNISH PILING (CLASS 625) M 73.0000 66,941.00 917.000 66,941.00 79 DRIVE PILE (CLASS 625) EA 1,600.0000 96,000.00 60.000 96,000.00 S) 80 FURNISH PILING (CLASS 400) M 70.0000 34,160.00 491.000 34,370.00 81 DRIVE PILE (CLASS 400) EA 1,610.0000 70,840.00 44.000 70,840.00 S) 82 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 1,050.0000 393,750.00 375.000 393,750.00 F) 83 STRUCTURAL CONCRETE, BRIDGE M3 1,050.0000 1,692,600.00 30.770 32,308.50 1,565.770 1,644,058.50 F) 84 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 262,200.00 90.000 54,000.00 437.000 262,200.00 F) (TYPE N) 85 STRUCTURAL CONCRETE, APPROACH SLAB M3 4,100.0000 82,410.00 0.000 0.00 (TYPE R MODIFIED) 86 MINOR CONCRETE (MINOR STRUCTURE) M3 1,590.0000 333,900.00 28.680 45,601.20 88.870 141,303.30 F) 87 DRILL AND BOND DOWEL M 66.0000 48,906.00 490.700 32,386.20 88 FURNISH PRECAST PRESTRESSED CONCRETE EA 76,000.0000 912,000.00 12.000 912,000.00 S) GIRDER (10 M - 15 M) 89 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,600.0000 153,600.00 16.000 153,600.00 S) GIRDER (15 M - 20 M) 90 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,600.0000 172,800.00 18.000 172,800.00 S) GIRDER (20 M - 25 M) 91 FURNISH PRECAST PRESTRESSED CONCRETE EA 14,100.0000 84,600.00 6.000 84,600.00 S) GIRDER (25 M - 30 M) 92 FURNISH PRECAST PRESTRESSED CONCRETE EA 21,000.0000 189,000.00 9.000 189,000.00 S) GIRDER (30 M - 35 M) 93 FURNISH PRECAST PRESTRESSED CONCRETE EA 21,000.0000 63,000.00 3.000 63,000.00 S) GIRDER (35 M - 40 M) 94 ERECT PRECAST PRESTRESSED CONCRETE EA 2,000.0000 128,000.00 64.000 128,000.00 GIRDER 95 CORE CONCRETE (101 MM - 150 MM) M 1,189.0000 70,507.70 53.500 63,611.50 S) 96 CORE CONCRETE (201 MM - 250 MM) M 1,240.0000 11,160.00 3.000 3,720.00 S) 97 SOUND WALL (MASONRY BLOCK) M2 150.0000 2,383,350.00 2,516.000 377,400.00 10,565.000 1,584,750.00 SF) 98 JOINT SEAL (MR 30 MM) M 160.0000 26,080.00 0.000 0.00 S) 99 BAR REINFORCING STEEL (BRIDGE) KG 3.5000 1,334,690.00 399,337.000 1,397,679.50 SF) 00 ASPHALT MEMBRANE WATERPROOFING M2 50.0000 2,750.00 0.000 0.00 SF) 01 TREAT BRIDGE DECK M2 48.0000 7,104.00 0.000 0.00 F) 02 FURNISH BRIDGE DECK TREATMENT MATERIAL L 35.0000 2,065.00 0.000 0.00 (LOW ODOR) 03 COLUMN CASING KG 12.6000 275,940.00 20,805.000 262,143.00 20,805.000 262,143.00 SF) PROGRAM CAS145 PAGE 5 DATE 07/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-116794 TIME 09:56 AM ESTIMATE NO. 16 BID OPENING 02/08/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/08 R.E. NAME: TOUTOUNCHIAN, MOHAMMAD DATE OF THIS ESTIMATE 07/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 6.3000 18,018.00 0.000 0.00 F) WITH WALKWAY) 05 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 4.4000 12,584.00 0.000 0.00 SF)WITH WALKWAY) 06 FURNISH SIGN STRUCTURE (TRUSS) KG 8.3000 945,029.70 14,318.000 118,839.40 F) 07 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4000 45,543.60 14,318.000 5,727.20 SF) 08 1524 MM CAST-IN-DRILLED-HOLE M 2,120.0000 224,720.00 106.000 224,720.00 S) CONCRETE PILE (SIGN FOUNDATION) 09 METAL (SOUND WALL MOUNTED SIGN) KG 23.3000 33,319.00 0.000 0.00 10 METAL (RAIL MOUNTED SIGN) KG 27.9000 4,743.00 0.000 0.00 11 ROADSIDE SIGN - ONE POST EA 330.0000 5,280.00 0.000 0.00 12 ROADSIDE SIGN - TWO POST EA 550.0000 1,100.00 0.000 0.00 13 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 1,500.00 0.000 0.00 METHOD) 14 INSTALL SIGN OVERLAY M2 330.0000 1,980.00 0.000 0.00 15 INSTALL SIGN PANEL ON EXISTING FRAME M2 170.0000 3,400.00 0.000 0.00 16 INSTALL PANEL ON SOUND WALL EA 200.0000 600.00 0.000 0.00 17 INSTALL ROADSIDE SIGN EA 2,980.0000 14,900.00 0.000 0.00 (LAMINATED WOOD BOX POST) 18 150 MM ALTERNATIVE PIPE CULVERT M 170.0000 11,050.00 21.830 3,711.10 43.160 7,337.20 19 450 MM ALTERNATIVE PIPE CULVERT M 390.0000 46,800.00 35.100 13,689.00 20 600 MM ALTERNATIVE PIPE CULVERT M 270.0000 272,700.00 61.900 16,713.00 767.200 207,144.00 21 450 MM ALTERNATIVE PIPE DOWNDRAIN M 310.0000 52,700.00 62.900 19,499.00 148.850 46,143.50 22 600 MM ALTERNATIVE PIPE DOWNDRAIN M 360.0000 23,760.00 51.700 18,612.00 23 450 MM STEEL FLARED END SECTION EA 450.0000 4,050.00 5.000 2,250.00 9.000 4,050.00 24 600 MM STEEL FLARED END SECTION EA 530.0000 3,710.00 2.000 1,060.00 5.000 2,650.00 25 ROCK SLOPE PROTECTION M3 150.0000 7,800.00 22.500 3,375.00 44.200 6,630.00 (BACKING NO. 2, METHOD B) 26 SLOPE PAVING (CONCRETE) M3 840.0000 311,640.00 0.000 0.00 F) 27 ROCK SLOPE PROTECTION FABRIC M2 25.0000 2,300.00 40.700 1,017.50 77.100 1,927.50 28 MINOR CONCRETE (MISCELLANEOUS M3 740.0000 37,000.00 15.500 11,470.00 CONSTRUCTION) 29 MISCELLANEOUS IRON AND STEEL KG 4.1000 100,786.20 2,852.000 11,693.20 9,996.000 40,983.60 SF) 30 MISCELLANEOUS METAL (BRIDGE) KG 10.9000 30,814.30 1,186.000 12,927.40 SF) PROGRAM CAS145 PAGE 6 DATE 07/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-116794 TIME 09:56 AM ESTIMATE NO. 16 BID OPENING 02/08/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/08 R.E. NAME: TOUTOUNCHIAN, MOHAMMAD DATE OF THIS ESTIMATE 07/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 CHAIN LINK FENCE (TYPE CL-1.8) M 120.0000 9,480.00 0.000 0.00 S) 32 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,900.0000 5,700.00 0.000 0.00 S) 33 OBJECT MARKER (TYPE L-2) EA 40.0000 520.00 0.000 0.00 34 INSTALL MEDIAN MILEAGE PANEL EA 50.0000 1,500.00 0.000 0.00 35 METAL BEAM GUARD RAILING (WOOD POST) M 190.0000 4,560.00 46.480 8,831.20 46.480 8,831.20 S) 36 TRANSITION RAILING (TYPE WB) EA 3,900.0000 39,000.00 5.000 19,500.00 S) 37 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,200.0000 4,800.00 3.000 3,600.00 S) 38 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,700.0000 33,300.00 7.000 25,900.00 S) 39 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,900.0000 2,900.00 1.000 2,900.00 S) 40 CRASH CUSHION, SAND FILLED EA 3,300.0000 3,300.00 0.000 0.00 S) 41 CONCRETE BARRIER (TYPE 60) M 160.0000 249,600.00 0.000 0.00 42 CONCRETE BARRIER (TYPE 60A) M 180.0000 28,260.00 0.000 0.00 F) 43 CONCRETE BARRIER (TYPE 60C) M 180.0000 248,400.00 0.000 0.00 44 CONCRETE BARRIER (TYPE 60A MODIFIED) M 240.0000 16,560.00 0.000 0.00 F) 45 CONCRETE BARRIER (TYPE 60E) M 810.0000 113,400.00 0.000 0.00 46 CONCRETE BARRIER (TYPE 60W) M 470.0000 620,400.00 0.000 0.00 47 CONCRETE BARRIER (TYPE 736 SV) M 420.0000 2,196,600.00 4,970.000 2,087,400.00 48 CONCRETE BARRIER (TYPE 736 SV MODIFIED) M 620.0000 74,400.00 116.400 72,168.00 49 CONCRETE BARRIER (TYPE 736 MODIFIED) M 300.0000 113,400.00 177.000 53,100.00 368.000 110,400.00 F) 50 CONCRETE BARRIER (TYPE 736 SV MOD-2) M 650.0000 29,900.00 43.700 28,405.00 43.700 28,405.00 51 THERMOPLASTIC PAVEMENT MARKING M2 25.0000 15,250.00 0.000 0.00 S) 52 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9000 20,250.00 0.000 0.00 S) 53 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.4000 7,464.00 0.000 0.00 S) 54 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 876.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 55 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 13,620.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 56 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 1,128.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 57 PAINT TRAFFIC STRIPE (2-COAT) M 0.4000 12,960.00 54,839.930 21,935.97 S) PROGRAM CAS145 PAGE 7 DATE 07/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-116794 TIME 09:56 AM ESTIMATE NO. 16 BID OPENING 02/08/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/08 R.E. NAME: TOUTOUNCHIAN, MOHAMMAD DATE OF THIS ESTIMATE 07/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 PAINT PAVEMENT MARKING (2-COAT) M2 36.0000 1,008.00 36.500 1,314.00 S) 59 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 14,520.00 4,541.000 5,449.20 S) 60 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2000 17,856.00 1,938.000 6,201.60 S) 61 LIGHTING (TEMPORARY) LS 126,000.0000 126,000.00 0.010 1,260.00 0.980 123,480.00 S) 62 CHANGEABLE MESSAGE SIGN (LOCATION 131) LS 26,000.0000 26,000.00 0.380 9,880.00 S) 63 CHANGEABLE MESSAGE SIGN (LOCATION 132) LS 26,000.0000 26,000.00 0.050 1,300.00 S) 64 COMMUNICATION CONDUIT (BRIDGE) M 344.0000 850,368.00 318.000 109,392.00 2,239.000 770,216.00 SF) 65 SPRINKLER CONTROL CONDUIT (BRIDGE) M 67.0000 14,070.00 0.000 0.00 SF) 66 MODIFY AUTOMATIC VEHICLE CLASSIFICATION LS 42,000.0000 42,000.00 0.260 10,920.00 S) STATION 67 MODIFY TRAFFIC MONITORING STATION LS 37,000.0000 37,000.00 0.500 18,500.00 S) 68 TRAFFIC MONITORING STATION LS 15,000.0000 15,000.00 0.580 8,700.00 S) (LOCATION 2520) 69 TRAFFIC MONITORING STATION LS 16,000.0000 16,000.00 0.630 10,080.00 S) (LOCATION 2528) 70 TRAFFIC MONITORING STATION LS 15,000.0000 15,000.00 0.580 8,700.00 S) (LOCATION 2550) 71 TRAFFIC MONITORING STATION LS 19,000.0000 19,000.00 0.000 0.00 S) (LOCATION 2556) 72 TRAFFIC MONITORING STATION LS 26,000.0000 26,000.00 0.000 0.00 S) (LOCATION 2671) 73 CLOSED CIRCUIT TELEVISION CAMERA LS 36,000.0000 36,000.00 0.460 16,560.00 S) (LOCATION RR214) 74 CLOSED CIRCUIT TELEVISION CAMERA LS 25,000.0000 25,000.00 0.000 0.00 S) (LOCATION RR300) 75 CLOSED CIRCUIT TELEVISION CAMERA LS 34,000.0000 34,000.00 0.000 0.00 S) (LOCATION RR313) 76 COMMUNICATION SYSTEM ROUTING LS 8200,000.0000 8,200,000.00 0.003 24,600.00 0.757 6,207,400.00 S) 77 MODIFY RAMP METERING SYSTEM LS 202,000.0000 202,000.00 0.430 86,860.00 S) 78 CABLE NODE (LOCATION RR114) LS 21,000.0000 21,000.00 0.000 0.00 S) 79 VIDEO NODE (LOCATION RR300) LS 45,000.0000 45,000.00 0.000 0.00 S) 80 DATA NODE (LOCATION RR214) LS 51,000.0000 51,000.00 0.010 510.00 S) 81 DATA NODE (LOCATION RR300) LS 74,000.0000 74,000.00 0.000 0.00 S) 82 WORK AT NORTH HOLLYWOOD (NHD) HUB LS 30,000.0000 30,000.00 0.000 0.00 S) BUILDING 83 MODIFY LIGHTING AND SIGN ILLUMINATION LS 1092,000.0000 1,092,000.00 0.090 98,280.00 0.850 928,200.00 S) 84 SYSTEM TESTING AND DOCUMENTATION LS 59,000.0000 59,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 07/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-116794 TIME 09:56 AM ESTIMATE NO. 16 BID OPENING 02/08/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/08 R.E. NAME: TOUTOUNCHIAN, MOHAMMAD DATE OF THIS ESTIMATE 07/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,548,186.00 27,983,783.02 ADJUSTMENT OF COMPENSATION 69,280.15 698,952.24 EXTRA WORK 241,295.21 2,022,856.82 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,858,761.36 30,705,592.08 85 MOBILIZATION LS 4000,000.0000 4,000,000.00 1.000 4,000,000.00 ORIGINAL CONTRACT AMOUNT 42,469,068.50 TOTAL WORK COMPLETED 1,858,761.36 34,705,592.08 MATERIALS ON HAND ON SITE 77,990.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -20,000.00 TOTAL 1,858,761.36 34,763,582.08 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 03/15/07 690 04/02/07 03/30/07 09/29/09 302 24 0 0 74% 50% PROGRESS IS SATISFACTORY TOUTOUNCHIAN, MOHAMMAD RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 07/23/08