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 01/29/07 EST. NO.12 TIME 09:06 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 0108 1,669.11 E.W. @ F.A.(+) 110906 N 0564.0 0110 1,033.64 100906 N 0269.0 0111 971.31 101006 N 0272.0 0112 437.04 101106 N 0274.0 0113 1,185.87 101506 N 0286.0 0114 1,039.73 101606 N 0290.0 0115 551.75 101706 N 0292.0 0116 965.57 101806 N 0293.0 0117 1,144.33 103106 N 0310.0 0118 1,528.42 110706 N 0537.0 0119 781.18 110806 N 0539.0 0120 517.42 100806 N 0546.0 0131 100.54 061306 N 0664.0 0133 100.54 061506 N 0666.0 0137 1,418.08 082006 N 0172.0 0138 1,429.82 082106 N 0173.0 0139 1,375.36 082206 N 0177.0 0140 1,951.33 082306 N 0179.0 0141 1,266.31 082406 N 0181.0 0150 219.12 053106 N 0625.0 0151 201.09 060706 N 0626.0 0152 442.75 061906 N 0627.0 0154 218.52 062206 N 0629.0 0155 218.52 071006 N 0630.0 0156 2,156.09 032606 N 0637.0 0157 1,188.09 070706 N 0640.0 0158 1,784.31 120406 N 0634.0 0159 1,161.84 120506 N 0635.0 0160 2,137.69 120606 N 0636.0 0161 2,250.58 120706 N 0638.0 0162 1,827.42 120806 N 0639.0 0163 2,870.12 082506 N 0676.0 0173 709.66 091806 N 0279.0 0174 1,387.95 121806 N 0685.0 0175 1,606.47 121906 N 0686.0 0183 916.63 011007 N 0793.0 0184 946.58 011107 N 0795.0 0185 727.73 011207 N 0797.0 002 0001 3,003.67 E.W. @ F.A.(+) 050206 N 0142.0 0002 4,463.48 073106 N TEMP 0 005 0024-1 -179.40 E.W. @ F.A.(+) 050806 N 0578.0 DAO CORRECTING ENTRY 0026 212.76 051206 N 0580.0 0027 703.80 051806 N 0581.0 0028 179.40 052206 N 0582.0 0029 2,144.21 052406 N 0583.0 0031 211.31 050906 N 0642.0 0032 1,651.26 060406 N 0643.0 0033 1,595.74 060106 N 0644.0 0034 8,143.90 060406 N 0645.0 0036 1,338.63 110306 N 0314.0 006 0007 1,380.67 E.W. @ F.A.(+) 041906 N 0584.0 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 01/29/07 EST. NO.12 TIME 09:06 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 --------------------------------------------------------------------------- 0008 1,451.93 060106 N 0585.0 0009 1,841.56 060506 N 0586.0 0010 630.32 060506 N 0646.0 007 0027 4,085.62 E.W. @ F.A.(+) 082806 N 0184.0 0028 1,278.39 082906 N 0186.0 0037 578.18 080406 N C160 0 0038 228.22 101906 N 0559.0 0042 1,097.30 110806 N 0541.0 0045 456.44 101706 N 0557.0 0046 2,246.70 111406 N 0571.0 0047 1,007.16 111706 N 0573.0 0052 1,422.33 071406 N 0590.0 0054 1,313.39 080806 N 0592.0 0058 385.43 081706 N 0596.0 0059 168.85 082206 N 0597.0 0061 844.05 082806 N 0599.0 0062 1,288.13 082906 N 0600.0 0063 124.96 090806 N 0601.0 0064 170.72 091406 N 0602.0 0065 2,717.26 060106 N 0648.0 0067 1,418.72 060106 N 0650.0 0071 3,417.80 060206 N 0654.0 0072 3,520.59 053106 N 0655.0 0075 15,494.60 053106 N 0670.0 0076 10,174.01 053006 N 0671.0 0087 6,656.72 101106 N 0273.0 0091 13,492.01 101706 N 0291.0 008 0008 672.75 E.W. @ F.A.(+) 062206 N 0603.0 0009 1,638.09 061906 N 0604.0 0010 690.00 061606 N 0605.0 009 0024 651.93 E.W. @ F.A.(+) 111006 N 0566.0 0025 151.35 092606 N 0249.0 0026 1,166.22 092506 N 0246.0 0027 789.39 100306 N 0261.0 0028 2,912.26 101606 N 0288.0 0029 1,357.21 102306 N 0298.0 0031 113.97 081006 N 0606.0 0032 2,000.57 081406 N 0607.0 0033 2,279.00 081806 N 0608.0 0034 1,522.61 082506 N 0609.0 0035 169.96 082906 N 0610.0 0037 2,108.41 080206 N 0612.0 0038 2,100.42 090506 N 0613.0 0039 208.28 091306 N 0614.0 0040 8,156.12 091406 N 0615.0 0041 988.03 091806 N 0616.0 0042 3,356.62 091906 N 0617.0 0043 1,534.34 092006 N 0656.0 0044 3,320.95 092106 N 0658.0 0046 11,646.51 062606 N 0098.0 0047 14,774.58 062906 N 0103.0 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 01/29/07 EST. NO.12 TIME 09:06 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 --------------------------------------------------------------------------- 0048 24,071.35 070506 N 0108.0 0050 12,643.25 070606 N 0112.0 0051 27,927.08 070906 N 0127.0 0052 10,320.16 071006 N 0131.0 0059 68.70 071906 N 0675.0 0062 5,425.59 092106 N 0242.0 0063 2,991.17 092206 N 0284.0 0065 1,860.35 102406 N 566.10 011 0001 1,977.04 E.W. @ F.A.(+) 111506 N 0572.0 0002 4,596.30 112006 N 0574.0 0003 6,050.24 112106 N 0575.0 0004 2,870.12 082506 N 0676.0 012 0007 2,268.14 E.W. @ F.A.(+) 092506 N 0245.0 0008 47,671.13 092806 N 0254.0 0009 1,156.83 092906 N 0255.0 0010 1,026.31 100206 N 0259.0 0011 765.20 100306 N 0263.0 0012 3,563.31 092006 N 0618.0 0013 2,448.06 092106 N 0619.0 0014 7,491.10 080106 N 0674.0 376,300.33 TOTAL THIS ESTIMATE 139,341.09 TOTAL PREVIOUS ESTIMATE 515,641.42 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 01/29/07 EST. NO.12 TIME 09:06 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 01/29/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-128474 TIME 09:06 AM ESTIMATE NO. 12 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 12/20/06 R.E. NAME: NAPA CONSTRUCTION DATE OF THIS ESTIMATE 01/29/07 LOCATION RERUN 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 1.000 1,000.00 02 TEMPORARY FENCE (TYPE ESA) M 6.2000 30,814.00 508.800 3,154.56 5,088.000 31,545.60 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 1.000 6,200.00 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,650.0000 1,650.00 1.000 1,650.00 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 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 1.000 15,000.00 S) 13 TEMPORARY RAILING (TYPE K) M 50.5000 165,640.00 3,280.000 165,640.00 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 2.000 1,800.00 17 REMOVE METAL BEAM GUARD RAILING M 28.0000 22,680.00 664.350 18,601.80 744.670 20,850.76 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 4,803.000 14,409.00 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 19.500 585.00 PROGRAM CAS145 PAGE 2 DATE 01/29/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-128474 TIME 09:06 AM ESTIMATE NO. 12 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 12/20/06 R.E. NAME: NAPA CONSTRUCTION DATE OF THIS ESTIMATE 01/29/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,530.000 2,824.00 26 REMOVE ASPHALT CONCRETE DIKE M 12.5000 9,875.00 756.500 9,456.25 27 REMOVE CULVERT M 33.0000 15,510.00 471.000 15,543.00 28 REMOVE INLET EA 725.0000 6,525.00 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 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 7.000 980.00 7.000 980.00 34 RELOCATE MAILBOX EA 175.0000 14,175.00 16.000 2,800.00 84.000 14,700.00 35 RELOCATE ROADSIDE SIGN EA 140.0000 1,960.00 7.000 980.00 7.000 980.00 36 ADJUST INLET EA 825.0000 12,375.00 10.000 8,250.00 11.000 9,075.00 37 ADJUST MANHOLE EA 360.0000 720.00 2.000 720.00 2.000 720.00 38 ADJUST UTILITY COVER TO GRADE EA 410.0000 14,760.00 28.000 11,480.00 28.000 11,480.00 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 7,778.710 33,837.39 42 REMOVE CONCRETE (STRUCTURE) M3 305.0000 3,965.00 13.000 3,965.00 43 REMOVE CONCRETE (CURB, GUTTER, AND M3 200.0000 800.00 10.000 2,000.00 SIDEWALK) 44 REMOVE STONE BOX M 105.0000 1,575.00 15.000 1,575.00 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 1.000 5,000.00 48 IMPORTED MATERIAL (SHOULDER BACKING) TONN 32.0000 42,240.00 1,320.000 42,240.00 1,320.000 42,240.00 49 EROSION CONTROL (BLANKET) M2 6.5400 15,042.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 01/29/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-128474 TIME 09:06 AM ESTIMATE NO. 12 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 12/20/06 R.E. NAME: NAPA CONSTRUCTION DATE OF THIS ESTIMATE 01/29/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 36.000 7,560.00 51 CLASS 2 AGGREGATE BASE M3 210.0000 3,990.00 19.000 3,990.00 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 210,380.00 570.000 178,980.00 55 ASPHALT CONCRETE (TYPE A) TONN 88.0000 704,000.00 2,182.280 192,040.64 17,149.170 1,509,126.96 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 69.500 3,614.00 124.000 6,448.00 AREA) 58 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 8.0000 6,720.00 691.500 5,532.00 691.500 5,532.00 59 ASPHALTIC EMULSION (PAINT BINDER) TONN 250.0000 7,000.00 28.000 7,000.00 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 43.000 473.00 F) 68 300 MM ALTERNATIVE PIPE CULVERT M 320.0000 3,200.00 12.000 3,840.00 69 450 MM ALTERNATIVE PIPE CULVERT M 204.0000 112,200.00 591.000 120,564.00 70 600 MM ALTERNATIVE PIPE CULVERT M 250.0000 75,000.00 235.200 58,800.00 71 750 MM ALTERNATIVE PIPE CULVERT M 825.0000 10,725.00 18.000 14,850.00 72 1200 MM ALTERNATIVE PIPE CULVERT M 450.0000 76,500.00 170.000 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 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 01/29/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-128474 TIME 09:06 AM ESTIMATE NO. 12 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 12/20/06 R.E. NAME: NAPA CONSTRUCTION DATE OF THIS ESTIMATE 01/29/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 30.000 18,750.00 ARCH (2.01 MM THICK) 78 200 MM ALTERNATIVE PIPE UNDERDRAIN M 69.5000 45,870.00 660.000 45,870.00 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 3.000 750.00 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 4.000 1,640.00 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 3.000 900.00 PIPE ARCH SECTION 86 700 MM X 500 MM STEEL FLARED END EA 325.0000 975.00 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 13.760 15,136.00 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 5.350 6,152.50 AND DRIVEWAY) 91 MISCELLANEOUS IRON AND STEEL KG 2.9500 27,352.40 432.000 1,274.40 7,722.400 22,781.08 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 42,880.00 621.750 39,792.00 621.750 39,792.00 96 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,150.0000 51,600.00 18.000 38,700.00 18.000 38,700.00 97 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 5,400.00 60.000 2,700.00 60.000 2,700.00 S) 98 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7000 16,030.00 11,450.000 8,015.00 11,450.000 8,015.00 S) 99 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 520.00 130.000 260.00 130.000 260.00 S) 00 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7000 868.00 620.000 434.00 620.000 434.00 S) (BROKEN 3.66 M - 0.92 M) 01 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 6,800.00 850.000 3,400.00 850.000 3,400.00 S) PROGRAM CAS145 PAGE 5 DATE 01/29/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-128474 TIME 09:06 AM ESTIMATE NO. 12 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 12/20/06 R.E. NAME: NAPA CONSTRUCTION DATE OF THIS ESTIMATE 01/29/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 384,968.40 3,714,602.74 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 376,300.33 515,641.42 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 761,268.73 4,230,244.16 02 MOBILIZATION LS 495,000.0000 495,000.00 1.000 495,000.00 ORIGINAL CONTRACT AMOUNT 4,967,184.40 TOTAL WORK COMPLETED 761,268.73 4,725,244.16 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 761,268.73 4,725,244.16 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 01/24/07 139 108 0 1 95% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDDEN AND PCNT TIME ELAPSED INPUT BECAUSE DEFERRED TIME CCO FORTHC NAPA CONSTRUCTION RESIDENT ENGINEER PROGRAM CAS145 DATE 01/29/07