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 11/21/06 EST. NO.10 TIME 07:15 AM R.E. NAME: NAPA CONSTRUCTION 04-128474 --------------------------------------------------------------------------- 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 0002-1 -727.11 E.W. @ F.A.(+) 021306 N 0001.0 DAO CORRECTING ENTRY 0002-2 668.77 021306 N 0001.0 DAO CORRECTING ENTRY 0002-3 -668.77 021306 N 0001.0 DAO CORRECTING ENTRY 0006-1 -2,087.78 032606 N 0009.0 DAO CORRECTING ENTRY 0006-2 2,087.78 032606 N 0009.0 DAO CORRECTING ENTRY 0006-3 -2,087.78 032606 N 0009.0 DAO CORRECTING ENTRY 0014-1 -525.26 050106 N 0032.0 DAO CORRECTING ENTRY 0015-1 -525.26 050206 N 0033.0 DAO CORRECTING ENTRY 0016-1 -332.06 050306 N 0034.0 DAO CORRECTING ENTRY 0017-1 -664.13 050406 N 0035.0 DAO CORRECTING ENTRY 0018-1 -499.60 050506 N 0036.0 DAO CORRECTING ENTRY 0020-1 -701.82 052206 N 0039.0 DAO CORRECTING ENTRY 0020-2 643.72 052206 N 0039.0 DAO CORRECTING ENTRY 0021-1 -1,425.64 052306 N 0042.0 DAO CORRECTING ENTRY 0021-2 1,096.70 052306 N 0042.0 DAO CORRECTING ENTRY 0021-3 -1,096.70 052306 N 0042.0 DAO CORRECTING ENTRY 0021-4 995.70 052306 N 0042.0 DAO CORRECTING ENTRY 0022-1 -843.50 052406 N 0043.0 DAO CORRECTING ENTRY 0022-2 477.96 052406 N 0043.0 DAO CORRECTING ENTRY 0023-1 -970.13 052506 N 0045.0 DAO CORRECTING ENTRY 0023-2 584.66 052506 N 0045.0 DAO CORRECTING ENTRY 0025-1 -448.29 051106 N 0068.0 DAO CORRECTING ENTRY 0028-1 -730.54 052206 N 0069.0 DAO CORRECTING ENTRY 0029-1 -679.22 052306 N 0070.0 DAO CORRECTING ENTRY 0030-1 -704.88 052406 N 0071.0 DAO CORRECTING ENTRY 0031-1 -602.24 052506 N 0072.0 DAO CORRECTING ENTRY 0032-1 -288.29 050806 N 0065.0 DAO CORRECTING ENTRY 0033-1 -419.61 050906 N 0066.0 DAO CORRECTING ENTRY 0034-1 -525.26 051006 N 0067.0 DAO CORRECTING ENTRY 0038 657.87 060106 N 0055.0 0039 219.12 060406 N 0060.0 0041 100.54 060906 N 0064.0 0042 150.82 061206 N 0078.0 0043 100.54 061306 N 0079.0 0044 97.84 061406 N 0080.0 0045 100.54 061506 N 0081.0 0048-1 -520.22 062006 N 0087.0 DAO CORRECTING ENTRY 0048-2 218.52 062006 N 0087.0 DAO CORRECTING ENTRY 0050-1 -437.04 062106 N 0090.0 DAO CORRECTING ENTRY 0051 324.95 062106 N 0091.0 0052-1 -218.52 062206 N 0093.0 DAO CORRECTING ENTRY 0053 630.40 062206 N 0095.0 0058-1 -105.66 060506 N 0120.0 DAO CORRECTING ENTRY 0062-1 -1,208.40 062506 N 0126.0 DAO CORRECTING ENTRY 0063-1 -525.26 041706 N 0017.0 DAO CORRECTING ENTRY 0064-1 -473.95 041806 N 0018.0 DAO CORRECTING ENTRY 0065-1 -211.31 042006 N 0020.0 DAO CORRECTING ENTRY 0071 109.26 062806 N 0100.0 0072 218.52 062906 N 0102.0 0073 218.52 063006 N 0104.0 0074 218.52 070506 N 0106.0 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 11/21/06 EST. NO.10 TIME 07:15 AM R.E. NAME: NAPA CONSTRUCTION 04-128474 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0075 218.52 070606 N 0109.0 0075-1 -218.52 070606 N 0109.0 DAO CORRECTING ENTRY 0075-2 109.26 070606 N 0109.0 DAO CORRECTING ENTRY 0076 218.52 071006 N 0129.0 0077 512.44 071606 N 0134.0 0078 473.11 071706 N 0135.0 0079 551.75 071806 N 0137.0 0080 473.11 071906 N 0140.0 0081 295.70 072006 N 0141.0 0082 473.11 072306 N 0143.0 0083 1,103.50 072506 N 0147.0 0084 1,260.79 072606 N 0148.0 0085 1,378.77 072706 N 0150.0 0086 669.72 073006 N 0156.0 0100 125.24 032606 N CT0060 0101 1,184.79 032606 N CT06.1 0101-1 -1,184.79 032606 N CT06.1 DAO CORRECTING ENTRY 0101-2 338.22 032606 N CT06.1 DAO CORRECTING ENTRY 0102 727.12 021306 N CT0020 0103 317.91 082906 N 0187.0 0104 315.20 092106 N 0243.0 0106 787.70 062506 N CT0540 005 0001-1 -3,529.53 E.W. @ F.A.(+) 050406 N 0024.0 DAO CORRECTING ENTRY 0001-2 3,529.53 050406 N 0024.0 DAO CORRECTING ENTRY 0001-3 -3,529.53 050406 N 0024.0 DAO CORRECTING ENTRY 0001-4 2,811.93 050406 N 0024.0 DAO CORRECTING ENTRY 0002-1 -1,437.99 050806 N 0026.0 DAO CORRECTING ENTRY 0002-2 1,258.59 050806 N 0026.0 DAO CORRECTING ENTRY 0003-1 -1,763.78 050906 N 0028.0 DAO CORRECTING ENTRY 0003-2 1,584.38 050906 N 0028.0 DAO CORRECTING ENTRY 0005-1 -1,078.22 051206 N 0031.0 DAO CORRECTING ENTRY 0005-2 865.46 051206 N 0031.0 DAO CORRECTING ENTRY 0007-1 -2,458.36 051806 N 0038.0 DAO CORRECTING ENTRY 0007-2 1,754.56 051806 N 0038.0 DAO CORRECTING ENTRY 0008-1 -3,700.17 052206 N 0040.0 DAO CORRECTING ENTRY 0008-2 3,520.77 052206 N 0040.0 DAO CORRECTING ENTRY 0010-1 -9,941.33 052406 N 0044.0 DAO CORRECTING ENTRY 0010-2 8,330.58 052406 N 0044.0 DAO CORRECTING ENTRY 0010-3 -8,330.58 052406 N 0044.0 DAO CORRECTING ENTRY 0010-4 7,533.04 052406 N 0044.0 DAO CORRECTING ENTRY 0011-1 -2,769.14 053006 N 0048.0 DAO CORRECTING ENTRY 0012-1 -211.31 050806 N 0074.0 DAO CORRECTING ENTRY 0014-1 -3,520.59 053106 N 0051.0 DAO CORRECTING ENTRY 0016 3,417.80 060206 N 0059.0 0016-1 -3,417.80 060206 N 0059.0 DAO CORRECTING ENTRY 006 0001-1 -6,016.89 E.W. @ F.A.(+) 041906 N 0014.0 DAO CORRECTING ENTRY 0001-2 4,629.95 041906 N 0014.0 DAO CORRECTING ENTRY 0003 3,470.35 060106 N 0056.0 0004-1 -4,825.92 060506 N 0062.0 DAO CORRECTING ENTRY 0004-2 2,971.22 060506 N 0062.0 DAO CORRECTING ENTRY 0005-1 -736.58 060506 N 0121.0 DAO CORRECTING ENTRY PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 11/21/06 EST. NO.10 TIME 07:15 AM R.E. NAME: NAPA CONSTRUCTION 04-128474 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 007 0002-1 -1,437.99 E.W. @ F.A.(+) 050806 N 0027.0 DAO CORRECTING ENTRY 0002-2 1,258.59 050806 N 0027.0 DAO CORRECTING ENTRY 0008 220.38 060106 N 0054.0 0009 1,173.55 060106 N 0057.0 0009-1 -1,173.55 060106 N 0057.0 DAO CORRECTING ENTRY 0010 807.09 061606 N 0083.0 0011 3,082.31 062006 N 0089.0 0015 258.29 062806 N 0101.0 0016 271.24 063006 N 0105.0 0017 1,277.39 070706 N 0114.0 0018 1,905.48 071406 N 0133.0 0019 809.99 080706 N 0161.0 0020 1,145.07 080806 N 0166.0 0021 326.19 081506 N 0169.0 0022 4,482.23 081706 N 0170.0 0024 2,119.14 080906 N 0162.0 0025 1,796.41 081006 N 0163.0 0026 1,334.24 082206 N 0175.0 0029 1,412.68 090706 N 0217.0 0030 1,164.84 090806 N 0218.0 0032 555.16 092006 N 0237.0 0034 192.90 092106 N 0281.0 0035 2,551.47 053006 N CT19 0 009 0001 1,984.26 E.W. @ F.A.(+) 080106 N 0158.0 0003 2,025.82 081006 N 0164.0 0004 987.00 081106 N 0165.0 0005 2,455.89 081406 N 0167.0 0006 1,076.10 081506 N 0168.0 0007 958.72 081806 N 0171.0 0008 1,289.86 082206 N 0176.0 0009 1,337.66 082306 N 0178.0 0010 1,186.81 082406 N 0180.0 0011 789.48 082506 N 0182.0 0012 2,698.52 082906 N 0185.0 0013 2,039.59 083006 N 0188.0 0014 1,929.63 083106 N 0189.0 0015 2,966.50 080206 N 0192.0 0016 1,050.41 090506 N 0215.0 0017 411.48 090606 N 0216.0 0018 1,642.67 091306 N 0223.0 0019 4,435.67 091406 N 0224.0 0020 1,783.08 091806 N 0231.0 0021 2,049.69 091906 N 0234.0 012 0001 5,811.61 E.W. @ F.A.(+) 092006 N 0236.0 0006 3,553.38 092106 N CT2 0 57,205.56 TOTAL THIS ESTIMATE 75,046.78 TOTAL PREVIOUS ESTIMATE 132,252.34 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 11/21/06 EST. NO.10 TIME 07:15 AM R.E. NAME: NAPA CONSTRUCTION 04-128474 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 11/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-128474 TIME 07:15 AM ESTIMATE NO. 10 BID OPENING 10/26/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/06 R.E. NAME: NAPA CONSTRUCTION DATE OF THIS ESTIMATE 11/21/06 LOCATION PROGRESS ESTIMATE 04-NAP-29-29.3/32.8 ----------------- GHILOTTI BROTHERS, INC. IN NAPA COUNTY NEAR ST HELENA FROM 525 JACOBY STREET YORK CREEK BRIDGE TO BALE LANE SAN RAFAEL, CA 94901 FED. AID NO. ACST-P029(99)E ,P-P029(99)E ROADWAY REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ 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 1,000.0000 1,000.00 0.000 0.00 02 TEMPORARY FENCE (TYPE ESA) M 6.2000 30,814.00 3,651.300 22,638.06 03 PREPARE STORM WATER POLLUTION LS 8,175.0000 8,175.00 1.000 8,175.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 6,200.0000 6,200.00 0.750 4,650.00 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,650.0000 1,650.00 0.000 0.00 06 CONSTRUCTION AREA SIGNS LS 4,050.0000 4,050.00 0.670 2,713.50 S) 07 TRAFFIC CONTROL SYSTEM LS 220,512.0000 220,512.00 0.100 22,051.20 1.000 220,512.00 S) 08 TEMPORARY PAVEMENT MARKING (PAINT) M2 35.0000 1,925.00 58.500 2,047.50 09 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.5000 8,100.00 16,786.346 8,393.17 10 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 2,225.00 57.000 1,425.00 11 TEMPORARY PAVEMENT MARKER EA 4.0000 7,480.00 2,169.000 8,676.00 12 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 0.100 1,500.00 1.000 15,000.00 S) 13 TEMPORARY RAILING (TYPE K) M 50.5000 165,640.00 3,143.850 158,764.43 14 TEMPORARY CRASH CUSHION MODULE EA 165.0000 112,200.00 396.000 65,340.00 15 TEMPORARY TRAFFIC SCREEN M 12.5000 41,000.00 0.000 0.00 16 ABANDON CULVERT EA 900.0000 1,800.00 1.000 900.00 17 REMOVE METAL BEAM GUARD RAILING M 28.0000 22,680.00 80.320 2,248.96 18 REMOVE FLARED END SECTION EA 210.0000 2,100.00 9.000 1,890.00 19 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 3.0000 43,800.00 1,900.000 5,700.00 20 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.0000 39,600.00 14,387.474 43,162.42 STRIPE 21 REMOVE PAINTED TRAFFIC STRIPE M 1.0000 7,940.00 1,987.000 1,987.00 22 REMOVE PAINTED PAVEMENT MARKING M2 30.0000 1,650.00 3.900 117.00 PROGRAM CAS145 PAGE 2 DATE 11/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-128474 TIME 07:15 AM ESTIMATE NO. 10 BID OPENING 10/26/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/06 R.E. NAME: NAPA CONSTRUCTION DATE OF THIS ESTIMATE 11/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.0000 11,300.00 5,757.062 5,757.06 24 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 35.0000 3,185.00 39.000 1,365.00 25 REMOVE PAVEMENT MARKER EA 0.8000 2,824.00 1,561.000 1,248.80 26 REMOVE ASPHALT CONCRETE DIKE M 12.5000 9,875.00 561.500 7,018.75 756.500 9,456.25 27 REMOVE CULVERT M 33.0000 15,510.00 461.040 15,214.32 28 REMOVE INLET EA 725.0000 6,525.00 1.000 725.00 9.000 6,525.00 29 REMOVE HEADWALL EA 900.0000 9,000.00 10.000 9,000.00 30 REMOVE REINFORCED CONCRETE BOX CULVERT M 750.0000 2,250.00 4.300 3,225.00 31 REMOVE MANHOLE EA 1,400.0000 4,200.00 1.000 1,400.00 3.000 4,200.00 32 REMOVE SACKED CONCRETE M3 225.0000 607.50 2.700 607.50 33 RESET ROADSIDE SIGN EA 140.0000 1,960.00 0.000 0.00 34 RELOCATE MAILBOX EA 175.0000 14,175.00 40.000 7,000.00 35 RELOCATE ROADSIDE SIGN EA 140.0000 1,960.00 0.000 0.00 36 ADJUST INLET EA 825.0000 12,375.00 1.000 825.00 37 ADJUST MANHOLE EA 360.0000 720.00 0.000 0.00 38 ADJUST UTILITY COVER TO GRADE EA 410.0000 14,760.00 0.000 0.00 39 MODIFY INLET EA 2,020.0000 4,040.00 1.000 2,020.00 40 MODIFY INLET GRATE EA 950.0000 2,850.00 0.000 0.00 41 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.3500 22,750.50 3,526.700 15,341.15 3,526.700 15,341.15 42 REMOVE CONCRETE (STRUCTURE) M3 305.0000 3,965.00 12.140 3,702.70 43 REMOVE CONCRETE (CURB, GUTTER, AND M3 200.0000 800.00 3.000 600.00 3.000 600.00 SIDEWALK) 44 REMOVE STONE BOX M 105.0000 1,575.00 3.000 315.00 45 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 1.000 10,000.00 46 ROADWAY EXCAVATION M3 105.0000 152,250.00 1,823.730 191,491.65 47 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.750 3,750.00 48 IMPORTED MATERIAL (SHOULDER BACKING) TONN 32.0000 42,240.00 0.000 0.00 49 EROSION CONTROL (BLANKET) M2 6.5400 15,042.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 11/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-128474 TIME 07:15 AM ESTIMATE NO. 10 BID OPENING 10/26/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/06 R.E. NAME: NAPA CONSTRUCTION DATE OF THIS ESTIMATE 11/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CLASS 4 AGGREGATE SUBBASE M3 210.0000 7,560.00 0.000 0.00 51 CLASS 2 AGGREGATE BASE M3 210.0000 3,990.00 0.000 0.00 52 ASPHALT-RUBBER BINDER TONN 674.0000 161,760.00 0.000 0.00 53 SCREENINGS (HOT-APPLIED) TONN 128.0000 220,160.00 0.000 0.00 54 REPLACE ASPHALT CONCRETE SURFACING M3 314.0000 210,380.00 556.000 174,584.00 55 ASPHALT CONCRETE (TYPE A) TONN 88.0000 704,000.00 1,351.390 118,922.32 7,119.090 626,479.92 56 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 115.0000 1,058,000.00 0.000 0.00 57 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 52.0000 6,240.00 54.420 2,829.84 54.420 2,829.84 AREA) 58 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 8.0000 6,720.00 0.000 0.00 59 ASPHALTIC EMULSION (PAINT BINDER) TONN 250.0000 7,000.00 0.000 0.00 60 REINFORCED CONCRETE BOX CULVERT M 4,600.0000 5,520.00 0.000 0.00 (900 MM X 600 MM) 61 PRECAST REINFORCED CONCRETE BOX CULVERT M 1,870.0000 29,920.00 16.000 29,920.00 (900 MM X 900 MM) 62 PRECAST REINFORCED CONCRETE BOX CULVERT M 1,823.0000 51,044.00 28.000 51,044.00 (1220 MM X 610 MM) 63 PRECAST REINFORCED CONCRETE BOX CULVERT M 2,275.0000 31,850.00 14.000 31,850.00 (1220 MM X 915 MM) 64 PRECAST REINFORCED CONCRETE BOX CULVERT M 3,405.0000 37,455.00 11.000 37,455.00 (2135 MM X 2135 MM) 65 MINOR CONCRETE (MINOR STRUCTURE) M3 1,395.0000 205,065.00 147.000 205,065.00 F) 66 MINOR CONCRETE (BACKFILL) M3 180.0000 30,600.00 518.280 93,290.40 67 BAR REINFORCING STEEL KG 11.0000 473.00 21.500 236.50 F) 68 300 MM ALTERNATIVE PIPE CULVERT M 320.0000 3,200.00 10.000 3,200.00 69 450 MM ALTERNATIVE PIPE CULVERT M 204.0000 112,200.00 18.000 3,672.00 548.400 111,873.60 70 600 MM ALTERNATIVE PIPE CULVERT M 250.0000 75,000.00 8.000 2,000.00 212.200 53,050.00 71 750 MM ALTERNATIVE PIPE CULVERT M 825.0000 10,725.00 1.000 825.00 14.000 11,550.00 72 1200 MM ALTERNATIVE PIPE CULVERT M 450.0000 76,500.00 4.000 1,800.00 170.000 76,500.00 73 900 MM REINFORCED CONCRETE PIPE M 1,150.0000 4,025.00 3.500 4,025.00 74 610 MM X 960 MM OVAL SHAPED REINFORCED M 725.0000 11,600.00 1.000 725.00 17.000 12,325.00 CONCRETE PIPE (CLASS II) 75 490 MM X 770 MM OVAL SHAPED REINFORCED M 600.0000 12,000.00 20.000 12,000.00 CONCRETE PIPE (CLASS III) 76 600 MM X 450 MM CORRUGATED STEEL PIPE M 700.0000 15,400.00 22.000 15,400.00 ARCH (2.01 MM THICK) PROGRAM CAS145 PAGE 4 DATE 11/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-128474 TIME 07:15 AM ESTIMATE NO. 10 BID OPENING 10/26/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/06 R.E. NAME: NAPA CONSTRUCTION DATE OF THIS ESTIMATE 11/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 700 MM X 500 MM CORRUGATED STEEL PIPE M 625.0000 18,125.00 1.000 625.00 30.000 18,750.00 ARCH (2.01 MM THICK) 78 200 MM ALTERNATIVE PIPE UNDERDRAIN M 69.5000 45,870.00 634.720 44,113.04 79 DRAINAGE INLET MARKER EA 65.0000 4,160.00 0.000 0.00 80 GRATED LINE DRAIN M 320.0000 8,640.00 27.000 8,640.00 81 300 MM ALTERNATIVE FLARED END SECTION EA 250.0000 750.00 2.000 500.00 82 450 MM ALTERNATIVE FLARED END SECTION EA 400.0000 1,600.00 4.000 1,600.00 83 600 MM ALTERNATIVE FLARED END SECTION EA 410.0000 1,640.00 2.000 820.00 84 750 MM ALTERNATIVE FLARED END SECTION EA 500.0000 500.00 1.000 500.00 85 600 MM X 450 MM STEEL FLARED END EA 300.0000 900.00 1.000 300.00 3.000 900.00 PIPE ARCH SECTION 86 700 MM X 500 MM STEEL FLARED END EA 325.0000 975.00 1.000 325.00 3.000 975.00 PIPE ARCH SECTION 87 600 MM DEBRIS RACK EA 3,000.0000 3,000.00 0.000 0.00 88 MINOR CONCRETE (CURB) M3 1,100.0000 9,900.00 9.000 9,900.00 9.000 9,900.00 89 MINOR CONCRETE (MISCELLANEOUS M3 850.0000 2,295.00 0.000 0.00 CONSTRUCTION) 90 MINOR CONCRETE (CURB, GUTTER, SIDEWALK M3 1,150.0000 4,600.00 4.000 4,600.00 4.000 4,600.00 AND DRIVEWAY) 91 MISCELLANEOUS IRON AND STEEL KG 2.9500 27,352.40 1,198.000 3,534.10 4,130.000 12,183.50 F) 92 MILEPOST MARKER EA 30.0000 330.00 0.000 0.00 93 MARKER (CULVERT) EA 30.0000 1,710.00 0.000 0.00 94 METAL BEAM GUARD RAILING M 40.0000 72.00 0.000 0.00 95 METAL BEAM GUARD RAILING (WOOD POST) M 64.0000 42,880.00 0.000 0.00 96 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,150.0000 51,600.00 0.000 0.00 97 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 5,400.00 0.000 0.00 S) 98 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7000 16,030.00 0.000 0.00 S) 99 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 520.00 0.000 0.00 S) 00 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7000 868.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 01 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 6,800.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 11/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-128474 TIME 07:15 AM ESTIMATE NO. 10 BID OPENING 10/26/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/06 R.E. NAME: NAPA CONSTRUCTION DATE OF THIS ESTIMATE 11/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 198,694.36 2,522,144.27 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 57,205.56 132,252.34 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 255,899.92 2,654,396.61 02 MOBILIZATION LS 495,000.0000 495,000.00 0.050 24,750.00 1.000 495,000.00 ORIGINAL CONTRACT AMOUNT 4,967,184.40 TOTAL WORK COMPLETED 280,649.92 3,149,396.61 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 280,649.92 3,149,396.61 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 01/10/06 140 01/25/06 01/25/06 11/29/06 140 59 0 1 63% 99% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDDEN AND PCNT TIME ELAPSED INPUT BECAUSE DEFRRED TIME PENDING NAPA CONSTRUCTION RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 11/21/06