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 07/21/09 EST. NO.05 TIME 08:24 AM R.E. NAME: BUTTERS, CARL 04-0T10U4 --------------------------------------------------------------------------- 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 0001 1,024.02 E.W. @ F.A.(+) 041409 N 0013.0 0002 699.87 041509 N 0014.0 0003 495.81 041409 N 0016.0 0004 433.83 042009 N 0019.0 0005 366.90 042009 N 0021.0 0006 1,244.03 042109 N 0023.0 0008 1,244.03 042209 N 0025.0 0009 620.04 042209 N 0026.0 0010 325.99 042209 N 0028.0 0011 1,459.60 042309 N 0029.0 0012 587.91 042309 N 0030.0 0013 1,097.37 042309 N 0031.0 0014 537.22 042309 N 0032.0 0015 1,908.40 042409 N 0034.0 0016 775.82 042409 N 0035.0 0017 1,091.09 042409 N 0036.0 0018 537.49 042409 N 0037.0 0019 1,616.52 042609 N 0038.0 0020 727.03 042609 N 0039.0 0021 1,097.37 042609 N 0042.0 0022 537.22 042609 N 0043.0 0023 1,376.80 042709 N 0044.0 0024 606.75 042709 N 0045.0 0025 1,317.38 042709 N 0046.0 0026 661.45 042709 N 0047.0 0027 1,317.38 042809 N 0048.0 0028 1,012.67 042909 N 0051.0 0029 661.45 042809 N 0049.0 0031 1,244.03 042909 N 0052.0 0032 620.04 042909 N 0053.0 0033 528.49 050309 N 0054.0 0034 247.90 050309 N 0055.0 0039 599.75 041709 N 0056.0 0040 1,439.56 042109 N 0058.0 0042 478.71 042909 N 0060.0 0043 537.22 050509 N 0061.0 0044 1,097.37 050509 N 0062.0 0045 1,097.37 050609 N 0065.0 0046 1,031.23 050609 N 0066.0 0047 1,188.20 050709 N 0067.0 0048 708.30 050709 N 0068.0 0049 1,188.61 050809 N 0069.0 0050 1,107.62 050809 N 0070.0 0051 2,010.09 051009 N 0071.0 0052 1,158.92 051009 N 0072.0 0053 1,420.42 051109 N 0073.0 0054 1,390.77 051109 N 0074.0 0055 1,537.36 051209 N 0075.0 0056 1,554.50 051209 N 0076.0 0057 1,707.96 051309 N 0077.0 0058 1,449.20 042809 N 0079.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 07/21/09 EST. NO.05 TIME 08:24 AM R.E. NAME: BUTTERS, CARL 04-0T10U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0059 764.56 042809 N 0080.0 0060 1,688.93 042909 N 0081.0 0061 844.47 042909 N 0082.0 0066 787.93 050609 N 0087.0 0067 363.66 050609 N 0088.0 0068 828.67 051309 N 0094.0 0069 945.37 051309 N 0095.0 0070 1,134.59 051309 N 0096.0 0071 633.33 051409 N 0097.0 0072 912.72 051409 N 0098.0 0073 1,260.98 061209 N 0111.0 005 0001 207.67 E.W. @ F.A.(+) 041009 N 0012.0 0002 375.92 050609 N 0064.0 61,473.86 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 61,473.86 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 07/21/09 EST. NO.05 TIME 08:24 AM R.E. NAME: BUTTERS, CARL 04-0T10U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T10U4 TIME 08:24 AM ESTIMATE NO. 05 BID OPENING 12/09/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 07/21/09 LOCATION PROGRESS ESTIMATE 04-SOL-12-7.9/20.6 ----------------- RGW CONSTRUCTION, INC IN SOLANO COUNTY NEAR SUISUN CITY 550 GREEN VILLE ROAD FROM 1.1 KM EAST OF WALTERS ROAD LIVERMORE, CA 94550 TO CURRIE ROAD. FED. AID NO. ACST-P012(100)E ,P-P012(100)E REHABILITATE ROADWAY AND WIDENING ------------------------------------------------------------------------------------------------------------------------------------ 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 0.050 250.00 0.350 1,750.00 02 TIME-RELATED OVERHEAD WDAY 1,100.0000 462,000.00 21.000 23,100.00 89.000 97,900.00 03 TEMPORARY FENCE (TYPE WM) M 15.0000 11,250.00 700.000 10,500.00 04 TEMPORARY FENCE (TYPE ESA) M 6.5000 137,800.00 942.000 6,123.00 20,231.000 131,501.50 05 CONSTRUCTION SITE MANAGEMENT LS 47,000.0000 47,000.00 0.050 2,350.00 0.150 7,050.00 06 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.050 125.00 0.600 1,500.00 S) PREVENTION PLAN 07 TEMPORARY REINFORCED SILT FENCE (TYPE 1) M 32.0000 51,200.00 1,600.000 51,200.00 S) 08 TEMPORARY FIBER ROLL M 5.7500 57,500.00 320.000 1,840.00 09 TEMPORARY SILT FENCE M 4.8000 48,000.00 2.000 9.60 1,380.000 6,624.00 10 TEMPORARY SEASONAL WETLAND PROTECTION M3 120.0000 52,200.00 265.500 31,860.00 265.500 31,860.00 11 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 12,000.00 1.000 2,000.00 1.000 2,000.00 12 TEMPORARY CONSTRUCTION ENTRANCE EA 3,100.0000 18,600.00 0.000 0.00 13 TEMPORARY COVER M2 3.4000 13,600.00 750.000 2,550.00 14 TEMPORARY CHECK DAM M 25.0000 2,500.00 0.000 0.00 15 TEMPORARY DRAINAGE INLET PROTECTION EA 260.0000 18,200.00 0.000 0.00 16 TEMPORARY HYDRAULIC MULCH M2 1.2000 47,520.00 0.000 0.00 S) (BONDED FIBER MATRIX) 17 STREET SWEEPING LS 175,000.0000 175,000.00 0.050 8,750.00 0.100 17,500.00 18 CONSTRUCTION AREA SIGNS LS 8,900.0000 8,900.00 0.600 5,340.00 S) 19 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.050 10,000.00 0.100 20,000.00 S) 20 TEMPORARY PAVEMENT MARKING (PAINT) M2 33.0000 4,290.00 61.100 2,016.30 21 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.1000 87,780.00 27,092.000 29,801.20 22 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 6,500.00 42.000 2,100.00 S) PROGRAM CAS145 PAGE 2 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T10U4 TIME 08:24 AM ESTIMATE NO. 05 BID OPENING 12/09/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY PAVEMENT MARKER EA 3.3000 23,529.00 2,592.000 8,553.60 24 PORTABLE CHANGEABLE MESSAGE SIGN LS 30,000.0000 30,000.00 0.050 1,500.00 0.200 6,000.00 S) 25 TEMPORARY RAILING (TYPE K) M 22.0000 550,000.00 6,225.000 136,950.00 26 TEMPORARY CRASH CUSHION MODULE EA 210.0000 63,000.00 112.000 23,520.00 S) 27 REMOVE FENCE (TYPE WM) M 4.0000 54,000.00 16,353.000 65,412.00 28 REMOVE METAL BEAM GUARD RAILING M 32.0000 8,640.00 96.630 3,092.16 29 REMOVE FLARED END SECTION EA 32.0000 1,088.00 2.000 64.00 19.000 608.00 30 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.4000 30,100.00 17,980.000 25,172.00 STRIPE 31 REMOVE PAINTED TRAFFIC STRIPE M 1.3500 72,630.00 0.000 0.00 32 REMOVE PAINTED PAVEMENT MARKING M2 22.0000 968.00 0.000 0.00 33 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.3500 76,680.00 3,428.000 4,627.80 34 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 22.0000 1,650.00 5.100 112.20 37.200 818.40 35 REMOVE CHANNELIZERS EA 12.0000 17,640.00 944.000 11,328.00 36 REMOVE ROADSIDE SIGN EA 30.0000 270.00 0.000 0.00 37 REMOVE ASPHALT CONCRETE DIKE M 4.0000 380.00 0.000 0.00 38 REMOVE CULVERT M 23.0000 10,810.00 229.500 5,278.50 39 REMOVE HEADWALL EA 800.0000 8,000.00 8.000 6,400.00 17.000 13,600.00 40 REMOVE CONCRETE PAVEMENT M3 20.0000 10,000.00 0.000 0.00 41 REMOVE ASPHALT CONCRETE SURFACING M3 12.0000 14,520.00 0.000 0.00 42 REMOVE BASE AND SURFACING M3 7.8000 135,720.00 0.000 0.00 43 RECONSTRUCT METAL BEAM GUARD RAILING M 60.0000 42,000.00 175.000 10,500.00 175.000 10,500.00 (WOOD POST) 44 RESET ROADSIDE SIGN EA 90.0000 720.00 0.000 0.00 45 RELOCATE ROADSIDE SIGN (WOOD POST) EA 90.0000 5,220.00 0.000 0.00 46 RELOCATE ROADSIDE SIGN EA 90.0000 90.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 47 525 MM PLASTIC PIPE-LINER M 515.0000 61,800.00 0.000 0.00 48 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.0000 46,500.00 0.000 0.00 S) 49 REMOVE CONCRETE M3 120.0000 1,080.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T10U4 TIME 08:24 AM ESTIMATE NO. 05 BID OPENING 12/09/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CAP INLET EA 2,000.0000 2,000.00 0.000 0.00 51 CLEARING AND GRUBBING LS 400,000.0000 400,000.00 0.150 60,000.00 0.650 260,000.00 52 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 0.100 1,000.00 0.300 3,000.00 53 ROADWAY EXCAVATION M3 9.0000 2,061,000.00 11,449.870 103,048.83 12,094.370 108,849.33 54 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.500 2,500.00 S) 55 STRUCTURE EXCAVATION (CULVERT) M3 50.0000 1,150.00 0.000 0.00 F) 56 STRUCTURE EXCAVATION (RETAINING WALL) M3 12.0000 19,272.00 1,361.000 16,332.00 F) 57 STRUCTURE BACKFILL (CULVERT) M3 135.0000 21,789.00 100.150 13,520.25 F) 58 STRUCTURE BACKFILL (RETAINING WALL) M3 12.5000 40,537.50 0.000 0.00 F) 59 PERVIOUS BACKFILL MATERIAL (RETAINING M3 75.0000 13,875.00 0.000 0.00 F) WALL) 60 DITCH EXCAVATION M3 50.0000 56,500.00 0.000 0.00 61 IMPORTED BORROW M3 6.0000 116,400.00 0.000 0.00 62 SUBGRADE ENHANCEMENT FABRIC M2 8.5000 6,290.00 0.000 0.00 63 ROADSIDE CLEARING LS 9,000.0000 9,000.00 0.750 6,750.00 0.750 6,750.00 64 EROSION CONTROL (NETTING) M2 4.2000 8,568.00 0.000 0.00 S) 65 EROSION CONTROL (TYPE D) HA 3,140.0000 24,806.00 0.000 0.00 S) 66 BIOFILTRATION SWALES M2 12.6000 49,266.00 0.000 0.00 S) 67 BIOFILTRATION STRIPS M2 5.0000 3,650.00 0.000 0.00 S) 68 FIBER ROLLS M 6.7500 153,225.00 0.000 0.00 S) 69 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,700.0000 8,100.00 0.000 0.00 S) 70 CLASS 4 AGGREGATE SUBBASE M3 10.0000 625,000.00 1,887.300 18,873.00 1,887.300 18,873.00 71 CLASS 3 AGGREGATE BASE M3 40.0000 1,604,000.00 867.950 34,718.00 1,274.950 50,998.00 72 ASPHALT TREATED PERMEABLE BASE M3 205.0000 94,300.00 0.000 0.00 73 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 74 REPLACE ASPHALT CONCRETE SURFACING M3 220.0000 391,600.00 1,354.060 297,893.20 75 ASPHALT CONCRETE (TYPE A) TONN 85.0000 4,785,500.00 453.430 38,541.55 1,674.030 142,292.55 76 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 90.0000 2,439,000.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T10U4 TIME 08:24 AM ESTIMATE NO. 05 BID OPENING 12/09/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 215.0000 55,040.00 0.000 0.00 AREA) 78 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.0000 480.00 0.000 0.00 79 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 43,200.00 0.000 0.00 80 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 2,400.00 0.000 0.00 81 CENTERLINE RUMBLE STRIP (AC, STA 55.0000 5,115.00 0.000 0.00 GROUND-IN INDENTATIONS) 82 SHOULDER RUMBLE STRIP STA 55.0000 11,715.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 83 ASPHALTIC EMULSION (PAINT BINDER) TONN 750.0000 51,750.00 0.000 0.00 84 STRUCTURAL CONCRETE, RETAINING WALL M3 480.0000 381,600.00 249.000 119,520.00 573.000 275,040.00 F) 85 CLASS 2 CONCRETE (BOX CULVERT) M3 900.0000 37,800.00 0.000 0.00 F) 86 CLASS 1 CONCRETE (BOX CULVERT) M3 1,150.0000 224,250.00 123.500 142,025.00 185.600 213,440.00 F) 87 MINOR CONCRETE (MINOR STRUCTURE) M3 1,050.0000 102,480.00 0.000 0.00 F) 88 MINOR CONCRETE (BACKFILL) M3 175.0000 38,500.00 3.000 525.00 39.700 6,947.50 89 FRACTURED RIB TEXTURE M2 26.0000 22,334.00 300.000 7,800.00 300.000 7,800.00 F) 90 BAR REINFORCING STEEL KG 2.0600 37,286.00 1,281.000 2,638.86 1,297.921 2,673.72 SF) 91 BAR REINFORCING STEEL (RETAINING WALL) KG 1.6500 125,000.70 53,600.000 88,440.00 SF) 92 BAR REINFORCING STEEL (BOX CULVERT) KG 1.7500 10,095.75 0.000 0.00 SF) 93 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 429.00 0.000 0.00 (1.6 MM-UNFRAMED) 94 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 195.00 0.000 0.00 (2.0 MM-UNFRAMED) 95 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 300.00 0.000 0.00 (1.6 MM-FRAMED) 96 ROADSIDE SIGN - ONE POST EA 140.0000 840.00 0.000 0.00 97 ROADSIDE SIGN - TWO POST EA 185.0000 185.00 0.000 0.00 98 300 MM ALTERNATIVE PIPE CULVERT M 78.0000 6,240.00 0.000 0.00 99 450 MM ALTERNATIVE PIPE CULVERT M 182.0000 405,860.00 84.000 15,288.00 302.800 55,109.60 00 600 MM ALTERNATIVE PIPE CULVERT M 500.0000 125,000.00 11.700 5,850.00 131.700 65,850.00 01 750 MM ALTERNATIVE PIPE CULVERT M 600.0000 39,000.00 3.700 2,220.00 14.700 8,820.00 02 900 MM ALTERNATIVE PIPE CULVERT M 850.0000 13,600.00 0.000 0.00 03 300 MM REINFORCED CONCRETE PIPE M 215.0000 43,215.00 15.000 3,225.00 30.500 6,557.50 PROGRAM CAS145 PAGE 5 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T10U4 TIME 08:24 AM ESTIMATE NO. 05 BID OPENING 12/09/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 600 MM REINFORCED CONCRETE PIPE M 175.0000 1,050.00 6.000 1,050.00 6.000 1,050.00 05 300MM CORRUGATED STEEL PIPE WITH TEE M 172.0000 3,268.00 0.000 0.00 06 450 MM CORRUGATED STEEL PIPE M 117.0000 2,574.00 0.000 0.00 (1.63 MM THICK) 07 600 MM CORRUGATED STEEL PIPE M 170.0000 850.00 0.000 0.00 (1.63 MM THICK) 08 80 MM PLASTIC PIPE (EDGE DRAIN) M 16.0000 24,800.00 0.000 0.00 09 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 130.0000 23,400.00 0.000 0.00 10 300 MM ALTERNATIVE FLARED END SECTION EA 100.0000 100.00 0.000 0.00 11 450 MM ALTERNATIVE FLARED END SECTION EA 150.0000 4,650.00 0.000 0.00 12 600 MM ALTERNATIVE FLARED END SECTION EA 200.0000 5,200.00 0.000 0.00 13 750 MM ALTERNATIVE FLARED END SECTION EA 300.0000 2,400.00 0.000 0.00 14 900 MM ALTERNATIVE FLARED END SECTION EA 500.0000 1,000.00 0.000 0.00 15 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 110.0000 29,700.00 0.000 0.00 16 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 95.0000 9,120.00 0.000 0.00 17 ROCK SLOPE PROTECTION FABRIC M2 1.0000 1,450.00 0.000 0.00 18 MINOR CONCRETE (MISCELLANEOUS M3 980.0000 68,600.00 0.000 0.00 CONSTRUCTION) 19 MISCELLANEOUS IRON AND STEEL KG 1.0000 11,396.00 0.000 0.00 SF) 20 FENCE (TYPE WM, METAL POST) M 14.0000 187,600.00 15.000 210.00 13,400.020 187,600.28 S) 21 1.2 M WIRE MESH GATE EA 700.0000 700.00 1.000 700.00 22 2.4 M WIRE MESH GATE EA 1,000.0000 2,000.00 2.000 2,000.00 23 GUARD RAILING DELINEATOR EA 33.0000 1,122.00 0.000 0.00 24 ALTERNATIVE CHANNELIZER EA 50.0000 65,500.00 0.000 0.00 S) 25 OBJECT MARKER (TYPE L-1) EA 44.0000 660.00 0.000 0.00 26 METAL BEAM GUARD RAILING (WOOD POST) M 83.0000 27,390.00 0.000 0.00 S) 27 TRANSITION RAILING (TYPE WB) EA 4,000.0000 16,000.00 0.000 0.00 S) 28 END CAP EA 200.0000 800.00 0.000 0.00 S) 29 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 825.0000 9,075.00 0.000 0.00 S) 30 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,400.0000 45,600.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T10U4 TIME 08:24 AM ESTIMATE NO. 05 BID OPENING 12/09/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 CONCRETE BARRIER (TYPE 80) M 480.0000 87,360.00 0.000 0.00 32 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 7,700.00 0.000 0.00 S) 33 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 97,350.00 0.000 0.00 S) 34 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2000 2,024.00 0.000 0.00 S) 35 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 616.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 36 100MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 6,149.00 0.000 0.00 S) (BROKEN 5.49-3.66M) 37 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.3000 34,650.00 0.000 0.00 S) 38 FLASHING BEACON AND LIGHTING LS 100,000.0000 100,000.00 0.000 0.00 S) 39 FLASHING BEACON AND LIGHTING (STAGE LS 30,000.0000 30,000.00 0.200 6,000.00 0.500 15,000.00 S) CONSTRUCTION) PROGRAM CAS145 PAGE 7 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T10U4 TIME 08:24 AM ESTIMATE NO. 05 BID OPENING 12/09/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 672,427.04 2,596,530.39 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 61,473.86 61,473.86 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 733,900.90 2,658,004.25 40 MOBILIZATION LS 2024,430.0000 2,024,430.00 0.250 506,107.50 0.750 1,518,322.50 ORIGINAL CONTRACT AMOUNT 20,406,397.95 TOTAL WORK COMPLETED 1,240,008.40 4,176,326.75 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,240,008.40 4,176,326.75 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 01/05/09 420 03/02/09 03/09/09 12/31/10 89 10 0 0 20% 21% PROGRESS IS SATISFACTORY BUTTERS, CARL RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 07/21/09