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 09/23/09 EST. NO.30 TIME 02:59 PM 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 --------------------------------------------------------------------------- 006 0018 350.00 E.W. @ F.A.(+) 072809 N 1265.0 0019 412.50 073009 N 1266.0 047 0001 5,750.00 A.C. @ L.S.(+) 092309 N 1 0 048 0001 14,177.10 E.W. @ U.P (+) 091709 N 1 0 20,689.60 TOTAL THIS ESTIMATE 5,508,790.89 TOTAL PREVIOUS ESTIMATE 5,529,480.49 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 09/23/09 EST. NO.30 TIME 02:59 PM 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 LATE LANE CLOSURE -55,800.00 17 LCB OUT OF SPEC -588.78 20 LATE LANE CLOSURE 18,600.00 22 SWPP NON-COMPLIANCE 10,000.00 24 0.00 -47,788.78 TOTAL DEDUCTIONS 0.00 -47,788.78 PROGRAM CAS145 PAGE 1 DATE 09/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-116794 TIME 02:59 PM ESTIMATE NO. 30 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 09/20/09 R.E. NAME: TOUTOUNCHIAN, MOHAMMAD DATE OF THIS ESTIMATE 09/23/09 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 0.750 7,500.00 02 TIME-RELATED OVERHEAD WDAY 2,000.0000 1,200,000.00 20.000 40,000.00 581.000 1,162,000.00 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 0.950 123,500.00 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 0.980 558,600.00 S) 09 TYPE III BARRICADE EA 74.7000 4,482.00 60.000 4,482.00 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 5,700.00 382.000 11,460.00 S) 11 TEMPORARY RAILING (TYPE K) M 31.0000 384,400.00 12,677.420 393,000.02 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 2,757.180 60,657.96 S) 17 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.9000 19,950.00 9,056.620 17,207.58 S) STRIPE 18 REMOVE TRAFFIC STRIPE M 1.2000 62,040.00 52,721.280 63,265.54 S) 19 REMOVE PAVEMENT MARKING M2 43.0000 2,408.00 137.410 5,908.63 S) 20 REMOVE PAVEMENT MARKER EA 1.0000 15,700.00 13,034.000 13,034.00 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 9.000 20,700.00 PROGRAM CAS145 PAGE 2 DATE 09/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-116794 TIME 02:59 PM ESTIMATE NO. 30 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 09/20/09 R.E. NAME: TOUTOUNCHIAN, MOHAMMAD DATE OF THIS ESTIMATE 09/23/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,946.960 24,734.80 25 REMOVE CULVERT M 110.0000 37,400.00 364.900 40,139.00 26 REMOVE INLET EA 1,320.0000 64,680.00 52.000 68,640.00 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 40.970 21,304.40 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 2,010.00 148.000 4,440.00 33 ACCESS OPENING, SOFFIT EA 2,600.0000 67,600.00 26.000 67,600.00 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 1.000 32,000.00 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 21,199.000 847,960.00 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 78,560.00 982.000 78,560.00 F) 47 DITCH EXCAVATION M3 45.0000 12,600.00 255.000 11,475.00 48 IMPORTED MATERIAL (SHOULDER BACKING) TONN 108.0000 12,960.00 80.400 8,683.20 49 HIGHWAY PLANTING LS 156,000.0000 156,000.00 0.980 152,880.00 S) PROGRAM CAS145 PAGE 3 DATE 09/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-116794 TIME 02:59 PM ESTIMATE NO. 30 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 09/20/09 R.E. NAME: TOUTOUNCHIAN, MOHAMMAD DATE OF THIS ESTIMATE 09/23/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.220 4,466.00 0.430 8,729.00 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 0.980 364,462.00 S) 58 NPS 2.5 SUPPLY LINE (BRIDGE) M 240.0000 13,920.00 52.000 12,480.00 59 NPS 3 SUPPLY LINE (BRIDGE) M 280.0000 42,560.00 106.600 29,848.00 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 11,595.750 452,234.25 63 LEAN CONCRETE BASE M3 150.0000 763,500.00 6,654.150 998,122.50 64 ASPHALT CONCRETE (TYPE B) TONN 100.0000 804,000.00 6,899.320 689,932.00 65 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 100.0000 306,000.00 4,329.940 432,994.00 66 PLACE ASPHALT CONCRETE DIKE M 20.0000 7,600.00 544.810 10,896.20 67 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 69.0000 37,950.00 661.840 45,666.96 AREA) 68 LIQUID ASPHALT, MC-250 (PRIME COAT) TONN 498.0000 3,486.00 5.000 2,490.00 69 ASPHALTIC EMULSION (PAINT BINDER) TONN 500.0000 5,000.00 20.940 10,470.00 70 CONCRETE PAVEMENT M3 210.0000 2,049,600.00 12,763.780 2,680,393.80 71 SEAL PAVEMENT JOINT M 19.0000 218,500.00 18,456.000 350,664.00 72 SEAL LONGITUDINAL ISOLATION JOINT M 10.0000 44,400.00 5,544.000 55,440.00 73 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 158.0000 2,417,400.00 12,178.700 1,924,234.60 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 09/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-116794 TIME 02:59 PM ESTIMATE NO. 30 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 09/20/09 R.E. NAME: TOUTOUNCHIAN, MOHAMMAD DATE OF THIS ESTIMATE 09/23/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,612.000 1,692,600.00 F) 84 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 262,200.00 437.000 262,200.00 F) (TYPE N) 85 STRUCTURAL CONCRETE, APPROACH SLAB M3 4,100.0000 82,410.00 14.300 58,630.00 (TYPE R MODIFIED) 86 MINOR CONCRETE (MINOR STRUCTURE) M3 1,590.0000 333,900.00 222.230 353,345.70 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 8.200 10,168.00 S) 97 SOUND WALL (MASONRY BLOCK) M2 150.0000 2,383,350.00 15,774.000 2,366,100.00 SF) 98 JOINT SEAL (MR 30 MM) M 160.0000 26,080.00 163.000 26,080.00 S) 99 BAR REINFORCING STEEL (BRIDGE) KG 3.5000 1,334,690.00 386,538.000 1,352,883.00 SF) 00 ASPHALT MEMBRANE WATERPROOFING M2 50.0000 2,750.00 55.000 2,750.00 SF) 01 TREAT BRIDGE DECK M2 48.0000 7,104.00 148.000 7,104.00 F) 02 FURNISH BRIDGE DECK TREATMENT MATERIAL L 35.0000 2,065.00 59.000 2,065.00 (LOW ODOR) 03 COLUMN CASING KG 12.6000 275,940.00 21,900.000 275,940.00 SF) PROGRAM CAS145 PAGE 5 DATE 09/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-116794 TIME 02:59 PM ESTIMATE NO. 30 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 09/20/09 R.E. NAME: TOUTOUNCHIAN, MOHAMMAD DATE OF THIS ESTIMATE 09/23/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,860.000 18,018.00 F) WITH WALKWAY) 05 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 4.4000 12,584.00 2,860.000 12,584.00 SF)WITH WALKWAY) 06 FURNISH SIGN STRUCTURE (TRUSS) KG 8.3000 945,029.70 113,404.500 941,257.35 F) 07 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4000 45,543.60 113,859.000 45,543.60 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 1,678.000 39,097.40 10 METAL (RAIL MOUNTED SIGN) KG 27.9000 4,743.00 190.000 5,301.00 11 ROADSIDE SIGN - ONE POST EA 330.0000 5,280.00 16.000 5,280.00 12 ROADSIDE SIGN - TWO POST EA 550.0000 1,100.00 2.000 1,100.00 13 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 1,500.00 10.000 1,500.00 METHOD) 14 INSTALL SIGN OVERLAY M2 330.0000 1,980.00 6.000 1,980.00 15 INSTALL SIGN PANEL ON EXISTING FRAME M2 170.0000 3,400.00 20.000 3,400.00 16 INSTALL PANEL ON SOUND WALL EA 200.0000 600.00 3.000 600.00 17 INSTALL ROADSIDE SIGN EA 2,980.0000 14,900.00 5.000 14,900.00 (LAMINATED WOOD BOX POST) 18 150 MM ALTERNATIVE PIPE CULVERT M 170.0000 11,050.00 74.760 12,709.20 19 450 MM ALTERNATIVE PIPE CULVERT M 390.0000 46,800.00 122.300 47,697.00 20 600 MM ALTERNATIVE PIPE CULVERT M 270.0000 272,700.00 986.130 266,255.10 21 450 MM ALTERNATIVE PIPE DOWNDRAIN M 310.0000 52,700.00 148.850 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 9.000 4,050.00 24 600 MM STEEL FLARED END SECTION EA 530.0000 3,710.00 5.000 2,650.00 25 ROCK SLOPE PROTECTION M3 150.0000 7,800.00 48.100 7,215.00 (BACKING NO. 2, METHOD B) 26 SLOPE PAVING (CONCRETE) M3 840.0000 311,640.00 371.000 311,640.00 F) 27 ROCK SLOPE PROTECTION FABRIC M2 25.0000 2,300.00 86.600 2,165.00 28 MINOR CONCRETE (MISCELLANEOUS M3 740.0000 37,000.00 37.150 27,491.00 CONSTRUCTION) 29 MISCELLANEOUS IRON AND STEEL KG 4.1000 100,786.20 25,798.000 105,771.80 SF) 30 MISCELLANEOUS METAL (BRIDGE) KG 10.9000 30,814.30 2,685.000 29,266.50 SF) PROGRAM CAS145 PAGE 6 DATE 09/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-116794 TIME 02:59 PM ESTIMATE NO. 30 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 09/20/09 R.E. NAME: TOUTOUNCHIAN, MOHAMMAD DATE OF THIS ESTIMATE 09/23/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 9,480.00 218.600 26,232.00 S) 32 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,900.0000 5,700.00 3.000 5,700.00 S) 33 OBJECT MARKER (TYPE L-2) EA 40.0000 520.00 13.000 520.00 34 INSTALL MEDIAN MILEAGE PANEL EA 50.0000 1,500.00 30.000 1,500.00 35 METAL BEAM GUARD RAILING (WOOD POST) M 190.0000 4,560.00 46.480 8,831.20 S) 36 TRANSITION RAILING (TYPE WB) EA 3,900.0000 39,000.00 10.000 39,000.00 S) 37 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,200.0000 4,800.00 4.000 4,800.00 S) 38 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,700.0000 33,300.00 9.000 33,300.00 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 1.000 3,300.00 S) 41 CONCRETE BARRIER (TYPE 60) M 160.0000 249,600.00 1,711.800 273,888.00 42 CONCRETE BARRIER (TYPE 60A) M 180.0000 28,260.00 157.000 28,260.00 F) 43 CONCRETE BARRIER (TYPE 60C) M 180.0000 248,400.00 1,121.000 201,780.00 44 CONCRETE BARRIER (TYPE 60A MODIFIED) M 240.0000 16,560.00 69.000 16,560.00 F) 45 CONCRETE BARRIER (TYPE 60E) M 810.0000 113,400.00 134.000 108,540.00 46 CONCRETE BARRIER (TYPE 60W) M 470.0000 620,400.00 1,320.000 620,400.00 47 CONCRETE BARRIER (TYPE 736 SV) M 420.0000 2,196,600.00 5,230.000 2,196,600.00 48 CONCRETE BARRIER (TYPE 736 SV MODIFIED) M 620.0000 74,400.00 120.000 74,400.00 49 CONCRETE BARRIER (TYPE 736 MODIFIED) M 300.0000 113,400.00 378.000 113,400.00 F) 50 CONCRETE BARRIER (TYPE 736 SV MOD-2) M 650.0000 29,900.00 46.000 29,900.00 51 THERMOPLASTIC PAVEMENT MARKING M2 25.0000 15,250.00 651.080 16,277.00 S) 52 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9000 20,250.00 23,274.560 20,947.10 S) 53 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.4000 7,464.00 1,322.700 3,174.48 S) 54 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 876.00 933.330 1,120.00 S) (BROKEN 3.66 M - 0.92 M) 55 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 13,620.00 26,018.520 15,611.11 S) (BROKEN 10.98 M - 3.66 M) 56 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 1,128.00 819.000 491.40 S) (BROKEN 5.18 M - 2.14 M) 57 PAINT TRAFFIC STRIPE (2-COAT) M 0.4000 12,960.00 65,404.930 26,161.97 S) PROGRAM CAS145 PAGE 7 DATE 09/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-116794 TIME 02:59 PM ESTIMATE NO. 30 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 09/20/09 R.E. NAME: TOUTOUNCHIAN, MOHAMMAD DATE OF THIS ESTIMATE 09/23/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 13,226.000 15,871.20 S) 60 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2000 17,856.00 5,665.000 18,128.00 S) 61 LIGHTING (TEMPORARY) LS 126,000.0000 126,000.00 1.000 126,000.00 S) 62 CHANGEABLE MESSAGE SIGN (LOCATION 131) LS 26,000.0000 26,000.00 0.900 23,400.00 S) 63 CHANGEABLE MESSAGE SIGN (LOCATION 132) LS 26,000.0000 26,000.00 0.900 23,400.00 S) 64 COMMUNICATION CONDUIT (BRIDGE) M 344.0000 850,368.00 2,472.000 850,368.00 SF) 65 SPRINKLER CONTROL CONDUIT (BRIDGE) M 67.0000 14,070.00 210.000 14,070.00 SF) 66 MODIFY AUTOMATIC VEHICLE CLASSIFICATION LS 42,000.0000 42,000.00 1.000 42,000.00 S) STATION 67 MODIFY TRAFFIC MONITORING STATION LS 37,000.0000 37,000.00 1.000 37,000.00 S) 68 TRAFFIC MONITORING STATION LS 15,000.0000 15,000.00 1.000 15,000.00 S) (LOCATION 2520) 69 TRAFFIC MONITORING STATION LS 16,000.0000 16,000.00 1.000 16,000.00 S) (LOCATION 2528) 70 TRAFFIC MONITORING STATION LS 15,000.0000 15,000.00 1.000 15,000.00 S) (LOCATION 2550) 71 TRAFFIC MONITORING STATION LS 19,000.0000 19,000.00 0.900 17,100.00 S) (LOCATION 2556) 72 TRAFFIC MONITORING STATION LS 26,000.0000 26,000.00 0.830 21,580.00 S) (LOCATION 2671) 73 CLOSED CIRCUIT TELEVISION CAMERA LS 36,000.0000 36,000.00 1.000 36,000.00 S) (LOCATION RR214) 74 CLOSED CIRCUIT TELEVISION CAMERA LS 25,000.0000 25,000.00 0.270 6,750.00 1.000 25,000.00 S) (LOCATION RR300) 75 CLOSED CIRCUIT TELEVISION CAMERA LS 34,000.0000 34,000.00 1.000 34,000.00 S) (LOCATION RR313) 76 COMMUNICATION SYSTEM ROUTING LS 8200,000.0000 8,200,000.00 0.992 8,134,400.00 S) 77 MODIFY RAMP METERING SYSTEM LS 202,000.0000 202,000.00 0.020 4,040.00 0.980 197,960.00 S) 78 CABLE NODE (LOCATION RR114) LS 21,000.0000 21,000.00 1.000 21,000.00 S) 79 VIDEO NODE (LOCATION RR300) LS 45,000.0000 45,000.00 1.000 45,000.00 S) 80 DATA NODE (LOCATION RR214) LS 51,000.0000 51,000.00 1.000 51,000.00 S) 81 DATA NODE (LOCATION RR300) LS 74,000.0000 74,000.00 1.000 74,000.00 S) 82 WORK AT NORTH HOLLYWOOD (NHD) HUB LS 30,000.0000 30,000.00 1.000 30,000.00 S) BUILDING 83 MODIFY LIGHTING AND SIGN ILLUMINATION LS 1092,000.0000 1,092,000.00 0.990 1,081,080.00 S) 84 SYSTEM TESTING AND DOCUMENTATION LS 59,000.0000 59,000.00 0.940 55,460.00 S) PROGRAM CAS145 PAGE 8 DATE 09/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-116794 TIME 02:59 PM ESTIMATE NO. 30 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 09/20/09 R.E. NAME: TOUTOUNCHIAN, MOHAMMAD DATE OF THIS ESTIMATE 09/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 55,256.00 39,143,758.42 ADJUSTMENT OF COMPENSATION 5,750.00 1,078,693.88 EXTRA WORK 14,939.60 4,450,786.61 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 75,945.60 44,673,238.91 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 75,945.60 48,673,238.91 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -47,788.78 TOTAL 75,945.60 48,625,450.13 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 10/16/09 581 37 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY TOUTOUNCHIAN, MOHAMMAD RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 09/23/09