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 08/24/09 EST. NO.07 TIME 01:52 PM R.E. NAME: MOEN, MIKE 11-2T0104 --------------------------------------------------------------------------- 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 0070 394.72 E.W. @ F.A.(+) 060209 N 0104.0 0087 449.71 062509 N 0127.0 0100 28.39 071409 N 0145.1 008 0016 137.26 E.W. @ F.A.(+) 042909 N 0064.0 0018 317.13 050109 N 0068.0 0019 194.68 050409 N 0070.0 0023 251.55 051409 N 0084.0 0025 136.39 032409 N 0011.0 0026 1,055.44 052009 N 0097.0 0032 33.77 051409 N 0084.1 0033 55.00 062409 N 0132.0 0036 28.39 071409 N 0151.0 0037 28.39 071609 N 0154.0 0038 56.78 073009 N 0164.0 3,167.60 TOTAL THIS ESTIMATE 35,523.39 TOTAL PREVIOUS ESTIMATE 38,690.99 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 08/24/09 EST. NO.07 TIME 01:52 PM R.E. NAME: MOEN, MIKE 11-2T0104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE EQUIPMENT LISTS -8,000.00 01 MATERIAL RELEASES -7,661.75 01 MISSING PAPERWORK -32,000.00 01 EQUIPMENT LISTS 8,000.00 02 MATERIAL RELEASES 7,661.75 02 MISSING PAPERWORK 32,000.00 02 0.00 0.00 LABOR COMPLIANCE VIOLATION O/S PRS APRIL -10,000.00 04 PRS RECD APRIL 10,000.00 05 O/S PRS JUNE -10,000.00 06 O/S PRS JULY -10,000.00 07 PRS RECD JUNE 10,000.00 07 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0104 TIME 01:52 PM ESTIMATE NO. 07 BID OPENING 11/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: MOEN, MIKE DATE OF THIS ESTIMATE 08/24/09 LOCATION PROGRESS ESTIMATE 11-SD-52-16.2/17.8 ----------------- FLATIRON WEST, INC. IN SAN DIEGO COUNTY IN SANTEE 1770 LA COSTA MEADOWS DRIVE FROM CUYAMACA STREET OVERHEAD TO SAN MARCOS, CA 92078 MAGNOLIA AVENUE UNDERCROSSING KP 26.1/28.6 FED. AID NO. STPL-6211(77) TO CONSTRUCT A FOUR LANE DIVIDED ------------------------------------------------------------------------------------------------------------------------------------ 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 12,500.0000 12,500.00 0.000 0.00 02 TIME-RELATED OVERHEAD WDAY 1,800.0000 792,000.00 23.000 41,400.00 126.000 226,800.00 03 CONSTRUCTION SITE MANAGEMENT LS 60,000.0000 60,000.00 0.052 3,120.00 0.286 17,160.00 04 PREPARE STORM WATER POLLUTION LS 500.0000 500.00 0.021 10.50 0.615 307.50 PREVENTION PLAN 05 TEMPORARY FIBER ROLL M 8.0000 392,800.00 73.200 585.60 06 TEMPORARY SILT FENCE M 10.0000 53,100.00 0.000 0.00 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,700.0000 33,300.00 4.000 14,800.00 13.000 48,100.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 6,500.0000 65,000.00 8.000 52,000.00 09 TEMPORARY CHECK DAM M 13.0000 33,930.00 76.000 988.00 10 MOVE-IN/MOVE-OUT EA 250.0000 1,500.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 11 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 48,000.00 27.000 4,050.00 12 STREET SWEEPING LS 100,000.0000 100,000.00 0.052 5,200.00 0.286 28,600.00 13 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,700.0000 2,700.00 0.000 0.00 14 TEMPORARY HYDRAULIC MULCH M2 0.4000 72,400.00 0.000 0.00 15 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.018 180.00 0.700 7,000.00 16 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.052 5,200.00 0.286 28,600.00 17 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,000.0000 36,000.00 0.157 1,884.00 0.859 10,308.00 18 TEMPORARY RAILING (TYPE K) M 90.0000 8,820.00 98.000 8,820.00 19 ABANDON CULVERT EA 1,000.0000 16,000.00 11.000 11,000.00 20 ABANDON INLET EA 1,000.0000 9,000.00 7.000 7,000.00 21 ABANDON MANHOLE EA 1,500.0000 9,000.00 4.000 6,000.00 22 ABANDON WATER M 18.0000 20,880.00 1,155.000 20,790.00 PROGRAM CAS145 PAGE 2 DATE 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0104 TIME 01:52 PM ESTIMATE NO. 07 BID OPENING 11/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: MOEN, MIKE DATE OF THIS ESTIMATE 08/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ABANDON SEWER M 22.0000 15,840.00 373.000 8,206.00 24 REMOVE FENCE M 15.0000 26,250.00 88.000 1,320.00 643.000 9,645.00 25 REMOVE BARRICADE EA 73.0000 438.00 0.000 0.00 26 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 25.0000 2,275.00 0.000 0.00 MARKING 27 REMOVE CHANNELIZERS EA 5.0000 125.00 0.000 0.00 28 REMOVE ROADSIDE SIGN EA 125.0000 3,375.00 0.000 0.00 29 REMOVE SIGN OVERLAY M2 100.0000 1,500.00 0.000 0.00 30 REMOVE ASPHALT CONCRETE DIKE M 32.0000 736.00 0.000 0.00 31 REMOVE FIRE HYDRANT EA 900.0000 9,000.00 0.000 0.00 32 REMOVE SOUND WALL M 39.0000 9,750.00 134.000 5,226.00 33 REMOVE BASE AND SURFACING M3 27.0000 2,160.00 265.000 7,155.00 34 RELOCATE ROADSIDE SIGN EA 500.0000 500.00 0.000 0.00 35 ADJUST INLET EA 1,800.0000 7,200.00 0.500 900.00 1.000 1,800.00 36 MODIFY SIGN STRUCTURE EA 2,000.0000 2,000.00 0.000 0.00 37 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.0000 7,500.00 0.000 0.00 38 REMOVE CONCRETE M3 22.0000 13,420.00 329.100 7,240.20 39 CLEARING AND GRUBBING LS 120,000.0000 120,000.00 0.800 96,000.00 40 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 0.052 1,040.00 0.286 5,720.00 41 ROADWAY EXCAVATION M3 17.0000 348,500.00 1,948.000 33,116.00 8,366.000 142,222.00 42 STRUCTURE EXCAVATION (TYPE D) M3 35.0000 34,300.00 980.000 34,300.00 F) 43 STRUCTURE EXCAVATION (RETAINING WALL) M3 33.0000 234,267.00 854.000 28,182.00 5,368.000 177,144.00 F) 44 STRUCTURE BACKFILL (BRIDGE) M3 44.0000 77,000.00 875.000 38,500.00 F) 45 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 367,675.00 2,151.000 75,285.00 5,751.000 201,285.00 F) 46 PERVIOUS BACKFILL MATERIAL (RETAINING M3 128.0000 92,416.00 185.000 23,680.00 370.000 47,360.00 F) WALL) 47 SAND BACKFILL M3 159.0000 27,030.00 83.300 13,244.70 48 EARTH RETAINING STRUCTURE, LOCATION A M2 490.0000 455,700.00 274.000 134,260.00 930.000 455,700.00 F) 49 EARTH RETAINING STRUCTURE, LOCATION B M2 490.0000 1,078,000.00 1,100.000 539,000.00 1,100.000 539,000.00 F) PROGRAM CAS145 PAGE 3 DATE 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0104 TIME 01:52 PM ESTIMATE NO. 07 BID OPENING 11/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: MOEN, MIKE DATE OF THIS ESTIMATE 08/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 EARTH RETAINING STRUCTURE, LOCATION C M2 490.0000 1,744,400.00 0.000 0.00 F) 51 EARTH RETAINING STRUCTURE, LOCATION D M2 490.0000 480,200.00 0.000 0.00 F) 52 IMPORTED BORROW M3 3.1000 1,503,500.00 32,971.000 102,210.10 230,391.000 714,212.10 53 HIGHWAY PLANTING LS 73,000.0000 73,000.00 0.000 0.00 54 IMPORTED TOPSOIL M3 52.0000 30,160.00 0.000 0.00 55 EROSION CONTROL (BIOFILTRATION) M2 5.8000 11,600.00 0.000 0.00 56 EROSION CONTROL (TYPE D) M2 0.9500 96,900.00 0.000 0.00 57 FIBER ROLLS M 8.0000 78,400.00 0.000 0.00 58 DRAINAGE INLET PROTECTION EA 130.0000 4,160.00 0.000 0.00 59 CHECK DAM M 13.0000 11,310.00 0.000 0.00 60 PLANT ESTABLISHMENT WORK LS 75,000.0000 75,000.00 0.000 0.00 61 IRRIGATION SYSTEM LS 138,000.0000 138,000.00 0.000 0.00 62 WATER METER EA 21,000.0000 42,000.00 1.000 21,000.00 63 200 MM CORRUGATED HIGH DENSITY M 214.0000 14,980.00 25.000 5,350.00 POLYETHYLENE PIPE CONDUIT 64 FINISHING ROADWAY LS 25,000.0000 25,000.00 0.000 0.00 65 CLASS 4 AGGREGATE SUBBASE M3 33.0000 260,370.00 0.000 0.00 66 CLASS 2 AGGREGATE BASE M3 34.0000 496,400.00 1,693.000 57,562.00 2,008.000 68,272.00 67 HOT MIX ASPHALT TONN 94.0000 2,284,200.00 0.000 0.00 68 PLACE HOT MIX ASPHALT DIKE M 5.5000 9,350.00 0.000 0.00 69 PLACE HOT MIX ASPHALT M2 30.0000 3,900.00 0.000 0.00 (MISCELLANEOUS AREA) 70 FOG SEAL COAT (HMA) TONN 1,600.0000 24,000.00 0.000 0.00 71 TACK COAT TONN 1,300.0000 26,000.00 0.000 0.00 72 CONCRETE PAVEMENT M3 211.0000 2,088,900.00 0.000 0.00 73 SEAL PAVEMENT JOINT M 7.2500 94,975.00 0.000 0.00 74 SEAL LONGITUDINAL ISOLATION JOINT M 24.0000 1,656.00 0.000 0.00 75 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 250.0000 22,750.00 0.000 0.00 PILING 76 PRESTRESSING CAST-IN-PLACE CONCRETE LS 90,000.0000 90,000.00 0.300 27,000.00 0.300 27,000.00 PROGRAM CAS145 PAGE 4 DATE 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0104 TIME 01:52 PM ESTIMATE NO. 07 BID OPENING 11/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: MOEN, MIKE DATE OF THIS ESTIMATE 08/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 TIEDOWN ANCHOR EA 6,000.0000 48,000.00 0.000 0.00 78 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 175,500.00 585.000 175,500.00 F) 79 STRUCTURAL CONCRETE, BRIDGE M3 560.0000 705,600.00 570.000 319,200.00 F) 80 STRUCTURAL CONCRETE, RETAINING WALL M3 425.0000 1,777,350.00 601.000 255,425.00 2,485.000 1,056,125.00 F) 81 STRUCTURAL CONCRETE, BARRIER SLAB M3 350.0000 574,000.00 0.000 0.00 F) 82 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 133,000.00 0.000 0.00 F) (TYPE N) 83 CLASS 1 CONCRETE (RETAINING WALL) M3 425.0000 58,225.00 137.000 58,225.00 F) 84 CLASS 1 CONCRETE (BOX CULVERT) M3 450.0000 182,250.00 79.500 35,775.00 79.500 35,775.00 F) 85 MINOR CONCRETE (MINOR STRUCTURE) M3 1,600.0000 395,200.00 9.825 15,720.00 103.040 164,864.00 F) 86 MINOR CONCRETE (SOUND WALL) M3 720.0000 183,600.00 0.000 0.00 F) 87 MINOR CONCRETE (BACKFILL) M3 280.0000 17,640.00 59.474 16,652.72 88 ARCHITECHTURAL TREATMENT (GRID TEXTURE) M2 46.0000 128,892.00 1,812.000 83,352.00 F) 89 SOUND WALL (MASONRY BLOCK) M2 190.0000 818,900.00 0.000 0.00 F) 90 JOINT SEAL (MR 50 MM) M 275.0000 19,525.00 0.000 0.00 91 BAR REINFORCING STEEL (BRIDGE) KG 1.5000 238,500.00 32,453.000 48,679.50 119,250.000 178,875.00 F) 92 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5000 393,042.00 6,258.000 9,387.00 163,058.000 244,587.00 F) 93 BAR REINFORCING STEEL (BOX CULVERT) KG 1.7500 91,469.00 0.000 0.00 F) 94 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 12.0000 69,240.00 0.000 0.00 F) 95 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 2.0000 11,540.00 0.000 0.00 F) 96 FURNISH SIGN STRUCTURE (TRUSS) KG 12.0000 697,380.00 0.000 0.00 F) 97 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 58,035.00 0.000 0.00 F) 98 INSTALL SIGN PANEL ON EXISTING M2 100.0000 2,900.00 0.000 0.00 F) STRUCTURE 99 FURNISH LAMINATED PANEL SIGN M2 150.0000 34,500.00 0.000 0.00 (25.4 MM-TYPE A) 00 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 3,420.00 0.000 0.00 (1.6 MM-UNFRAMED) 01 FURNISH SINGLE SHEET ALUMINUM SIGN M2 92.0000 3,680.00 0.000 0.00 (2.0 MM-UNFRAMED) 02 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 1,300.00 0.000 0.00 (1.6 MM-FRAMED) 03 920 MM CAST-IN-DRILLED-HOLE M 2,400.0000 43,200.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 5 DATE 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0104 TIME 01:52 PM ESTIMATE NO. 07 BID OPENING 11/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: MOEN, MIKE DATE OF THIS ESTIMATE 08/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 1372 MM CAST-IN-DRILLED-HOLE M 3,000.0000 45,000.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 05 1524 MM CAST-IN-DRILLED-HOLE M 3,700.0000 59,200.00 7.600 28,120.00 7.600 28,120.00 CONCRETE PILE (SIGN FOUNDATION) 06 ROADSIDE SIGN - ONE POST EA 125.0000 750.00 0.000 0.00 (WEED CONTROL MAT RUBBER) 07 ROADSIDE SIGN - ONE POST EA 500.0000 18,000.00 0.000 0.00 08 ROADSIDE SIGN - TWO POST EA 1,000.0000 6,000.00 0.000 0.00 09 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 1,750.00 0.000 0.00 METHOD) 10 INSTALL ROADSIDE SIGN PANEL ON EA 200.0000 400.00 0.000 0.00 EXISTING POST 11 600 MM ALTERNATIVE PIPE CULVERT M 180.0000 376,200.00 245.000 44,100.00 940.200 169,236.00 12 750 MM ALTERNATIVE PIPE CULVERT M 210.0000 117,600.00 541.800 113,778.00 13 900 MM ALTERNATIVE PIPE CULVERT M 350.0000 136,500.00 316.000 110,600.00 14 450 MM REINFORCED CONCRETE PIPE M 180.0000 27,000.00 5.000 900.00 143.000 25,740.00 15 600 MM REINFORCED CONCRETE PIPE M 270.0000 48,600.00 22.000 5,940.00 135.260 36,520.20 16 900 MM REINFORCED CONCRETE PIPE M 330.0000 21,780.00 66.000 21,780.00 17 1500 MM X 950 MM ELLIPTICAL M 950.0000 74,100.00 78.000 74,100.00 REINFORCED CONCRETE PIPE 18 750 MM BITUMINOUS COATED CORRUGATED M 450.0000 2,250.00 0.000 0.00 STEEL PIPE (2.77 MM THICK) 19 600 MM BITUMINOUS COATED CORRUGATED M 300.0000 48,000.00 99.300 29,790.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 20 GRATED LINE DRAIN M 780.0000 7,020.00 0.000 0.00 21 250 MM POLYVINYL CHLORIDE PIPE M 230.0000 20,700.00 101.300 23,299.00 101.300 23,299.00 22 600 MM WELDED STEEL PIPE CASING M 1,100.0000 79,200.00 36.000 39,600.00 72.000 79,200.00 23 TELEVISED MAIN M 21.0000 1,512.00 0.000 0.00 24 100 MM BLOW-OFF ASEMBLY EA 6,000.0000 6,000.00 1.000 6,000.00 1.000 6,000.00 25 600 MM ALTERNATIVE FLARED END SECTION EA 480.0000 2,400.00 3.000 1,440.00 3.000 1,440.00 26 900 MM REINFORCED CONCRETE PIPE RISER M 1,000.0000 16,000.00 9.000 9,000.00 27 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 190.0000 17,100.00 27.000 5,130.00 63.550 12,074.50 28 CONCRETE (SLOPE PROTECTION, COLORED) M3 600.0000 234,000.00 0.000 0.00 29 ROCK SLOPE PROTECTION FABRIC M2 12.0000 2,640.00 65.000 780.00 147.300 1,767.60 PROGRAM CAS145 PAGE 6 DATE 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0104 TIME 01:52 PM ESTIMATE NO. 07 BID OPENING 11/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: MOEN, MIKE DATE OF THIS ESTIMATE 08/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 30 MINOR CONCRETE (MISCELLANEOUS M3 550.0000 110,000.00 1.000 550.00 33.400 18,370.00 CONSTRUCTION) 31 CONCRETE PAVER M2 196.0000 10,584.00 0.000 0.00 32 MINOR CONCRETE (GUTTER) M 100.0000 9,300.00 93.000 9,300.00 93.000 9,300.00 F) 33 MINOR CONCRETE (TEXTURED PAVING) M2 75.0000 135,000.00 0.000 0.00 34 MISCELLANEOUS IRON AND STEEL KG 3.5000 76,426.00 0.000 0.00 F) 35 CHAIN LINK FENCE (TYPE CL-1.8, M 53.0000 166,420.00 0.000 0.00 VINYL-CLAD) 36 3.6 M CHAIN LINK GATE EA 1,600.0000 9,600.00 0.000 0.00 (TYPE CL-1.8 VINYL-CLAD) 37 CONCRETE BARRIER MARKER EA 30.0000 960.00 0.000 0.00 38 DELINEATOR (CLASS 1) EA 75.0000 5,250.00 0.000 0.00 39 MILEPOST MARKER EA 100.0000 4,000.00 0.000 0.00 40 GUARD RAILING DELINEATOR EA 22.0000 462.00 0.000 0.00 41 METAL BEAM GUARD RAILING M 80.0000 8,800.00 0.000 0.00 42 CABLE RAILING M 50.0000 4,650.00 0.000 0.00 43 TRANSITION RAILING (TYPE WB) EA 3,600.0000 18,000.00 0.000 0.00 44 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 1,600.00 0.000 0.00 45 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 21,000.00 0.000 0.00 46 CONCRETE BARRIER (TYPE 60R) M 610.0000 15,250.00 0.000 0.00 47 CONCRETE BARRIER (TYPE 60) M 160.0000 241,600.00 0.000 0.00 48 CONCRETE BARRIER (TYPE 60A) M 160.0000 8,320.00 0.000 0.00 F) 49 CONCRETE BARRIER (TYPE 60C) M 200.0000 12,000.00 0.000 0.00 50 CONCRETE BARRIER (TYPE 60D) M 175.0000 57,750.00 0.000 0.00 51 CONCRETE BARRIER (TYPE 736R) M 285.0000 17,385.00 0.000 0.00 F) 52 CONCRETE BARRIER (TYPE 736A) M 240.0000 114,240.00 0.000 0.00 F) 53 CONCRETE BARRIER (TYPE 736 MODIFIED) M 240.0000 282,000.00 0.000 0.00 F) 54 CONCRETE BARRIER (TYPE 736A MODIFIED) M 370.0000 4,440.00 0.000 0.00 F) 55 CONCRETE BARRIER (TYPE 736P MOD) M 360.0000 252,000.00 0.000 0.00 56 CONCRETE BARRIER (TYPE 736B) M 360.0000 90,000.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0104 TIME 01:52 PM ESTIMATE NO. 07 BID OPENING 11/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: MOEN, MIKE DATE OF THIS ESTIMATE 08/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 57 THERMOPLASTIC PAVEMENT MARKING M2 34.0000 5,100.00 0.000 0.00 58 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7000 4,617.00 0.000 0.00 59 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,910.00 0.000 0.00 (BROKEN 3.66 M - 0.92 M) 60 100 MM THERMOPLASTIC TRAFFIC STRIPE M 5.0000 105.00 0.000 0.00 (BROKEN 1.83 M - 0.30 M) 61 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 288.00 0.000 0.00 (BROKEN 5.18 M - 2.14 M) 62 PAINT TRAFFIC STRIPE (2-COAT) M 0.6200 7,502.00 0.000 0.00 63 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 2,172.00 0.000 0.00 64 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 5,070.00 0.000 0.00 65 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 66 SIGNAL AND LIGHTING (LOCATION 1) LS 155,000.0000 155,000.00 0.000 0.00 67 SIGNAL AND LIGHTING (LOCATION 2) LS 53,000.0000 53,000.00 0.000 0.00 68 LIGHTING AND SIGN ILLUMINATION LS 175,000.0000 175,000.00 0.031 5,425.00 69 SPRINKLER CONTROL CONDUIT (BRIDGE) M 55.0000 4,400.00 0.000 0.00 70 COMMUNICATION CONDUIT SYSTEM LS 185,000.0000 185,000.00 0.153 28,305.00 0.153 28,305.00 71 TRAFFIC MONITORING STATION LS 32,000.0000 32,000.00 0.000 0.00 72 RAMP METERING SYSTEM LS 80,000.0000 80,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0104 TIME 01:52 PM ESTIMATE NO. 07 BID OPENING 11/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: MOEN, MIKE DATE OF THIS ESTIMATE 08/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,653,800.10 6,240,692.12 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 3,167.60 38,690.99 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,656,967.70 6,279,383.11 73 MOBILIZATION LS 2350,000.0000 2,350,000.00 0.200 470,000.00 0.950 2,232,500.00 ORIGINAL CONTRACT AMOUNT 27,549,289.00 TOTAL WORK COMPLETED 2,126,967.70 8,511,883.11 MATERIALS ON HAND ON SITE 186,358.69 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 2,126,967.70 8,688,241.80 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 12/30/08 690 03/02/09 01/14/09 11/24/10 126 26 0 0 30% 29% PROGRESS IS SATISFACTORY MOEN, MIKE RESIDENT ENGINEER PROGRAM CAS145 PAGE 11 DATE 08/24/09