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 08/18/06 EST. NO.07 TIME 07:42 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 0032 288.29 E.W. @ F.A.(+) 050806 N 0065.0 0062 1,208.40 062506 N 0126.0 0063 525.26 041706 N 0017.0 0064 473.95 041806 N 0018.0 005 0014 3,520.59 E.W. @ F.A.(+) 053106 N 0051.0 007 0012 2,403.63 E.W. @ F.A.(+) 062106 N 0092.0 8,420.12 TOTAL THIS ESTIMATE 16,917.78 TOTAL PREVIOUS ESTIMATE 25,337.90 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 08/18/06 EST. NO.07 TIME 07:42 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 08/18/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-128474 TIME 07:42 AM ESTIMATE NO. 07 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 08/20/06 R.E. NAME: NAPA CONSTRUCTION DATE OF THIS ESTIMATE 08/18/06 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 30,814.00 299.000 1,853.80 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 0.000 0.00 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 0.143 31,533.22 0.701 154,578.91 S) 08 TEMPORARY PAVEMENT MARKING (PAINT) M2 35.0000 1,925.00 19.500 682.50 58.500 2,047.50 09 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.5000 8,100.00 4,566.000 2,283.00 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 7,480.00 574.000 2,296.00 2,169.000 8,676.00 12 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 0.143 2,145.00 0.708 10,620.00 S) 13 TEMPORARY RAILING (TYPE K) M 50.5000 165,640.00 1,187.000 59,943.50 3,143.850 158,764.43 14 TEMPORARY CRASH CUSHION MODULE EA 165.0000 112,200.00 154.000 25,410.00 363.000 59,895.00 15 TEMPORARY TRAFFIC SCREEN M 12.5000 41,000.00 0.000 0.00 16 ABANDON CULVERT EA 900.0000 1,800.00 0.000 0.00 17 REMOVE METAL BEAM GUARD RAILING M 28.0000 22,680.00 0.000 0.00 18 REMOVE FLARED END SECTION EA 210.0000 2,100.00 2.000 420.00 5.000 1,050.00 19 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 3.0000 43,800.00 1,900.000 5,700.00 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 1,987.000 1,987.00 22 REMOVE PAINTED PAVEMENT MARKING M2 30.0000 1,650.00 3.900 117.00 3.900 117.00 PROGRAM CAS145 PAGE 2 DATE 08/18/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-128474 TIME 07:42 AM ESTIMATE NO. 07 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 08/20/06 R.E. NAME: NAPA CONSTRUCTION DATE OF THIS ESTIMATE 08/18/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,824.00 350.000 280.00 1,561.000 1,248.80 26 REMOVE ASPHALT CONCRETE DIKE M 12.5000 9,875.00 195.000 2,437.50 27 REMOVE CULVERT M 33.0000 15,510.00 66.500 2,194.50 433.540 14,306.82 28 REMOVE INLET EA 725.0000 6,525.00 2.000 1,450.00 2.000 1,450.00 29 REMOVE HEADWALL EA 900.0000 9,000.00 9.000 8,100.00 30 REMOVE REINFORCED CONCRETE BOX CULVERT M 750.0000 2,250.00 1.000 750.00 31 REMOVE MANHOLE EA 1,400.0000 4,200.00 1.000 1,400.00 2.000 2,800.00 32 REMOVE SACKED CONCRETE M3 225.0000 607.50 1.700 382.50 1.700 382.50 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 0.000 0.00 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 0.000 0.00 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 0.000 0.00 42 REMOVE CONCRETE (STRUCTURE) M3 305.0000 3,965.00 8.840 2,696.20 43 REMOVE CONCRETE (CURB, GUTTER, AND M3 200.0000 800.00 0.000 0.00 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 0.250 2,500.00 0.750 7,500.00 46 ROADWAY EXCAVATION M3 105.0000 152,250.00 1,766.730 185,506.65 47 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.500 2,500.00 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 08/18/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-128474 TIME 07:42 AM ESTIMATE NO. 07 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 08/20/06 R.E. NAME: NAPA CONSTRUCTION DATE OF THIS ESTIMATE 08/18/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 55 ASPHALT CONCRETE (TYPE A) TONN 88.0000 704,000.00 3,887.970 342,141.36 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 0.000 0.00 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 15.200 28,424.00 (900 MM X 900 MM) 62 PRECAST REINFORCED CONCRETE BOX CULVERT M 1,823.0000 51,044.00 23.500 42,840.50 (1220 MM X 610 MM) 63 PRECAST REINFORCED CONCRETE BOX CULVERT M 2,275.0000 31,850.00 13.900 31,622.50 (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 23.250 32,433.75 56.350 78,608.25 F) 66 MINOR CONCRETE (BACKFILL) M3 180.0000 30,600.00 489.500 88,110.00 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 0.000 0.00 69 450 MM ALTERNATIVE PIPE CULVERT M 204.0000 112,200.00 78.000 15,912.00 91.200 18,604.80 70 600 MM ALTERNATIVE PIPE CULVERT M 250.0000 75,000.00 204.200 51,050.00 71 750 MM ALTERNATIVE PIPE CULVERT M 825.0000 10,725.00 13.000 10,725.00 72 1200 MM ALTERNATIVE PIPE CULVERT M 450.0000 76,500.00 166.000 74,700.00 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 16.000 11,600.00 CONCRETE PIPE (CLASS II) 75 490 MM X 770 MM OVAL SHAPED REINFORCED M 600.0000 12,000.00 20.000 12,000.00 20.000 12,000.00 CONCRETE PIPE (CLASS III) 76 600 MM X 450 MM CORRUGATED STEEL PIPE M 700.0000 15,400.00 13.000 9,100.00 ARCH (2.01 MM THICK) PROGRAM CAS145 PAGE 4 DATE 08/18/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-128474 TIME 07:42 AM ESTIMATE NO. 07 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 08/20/06 R.E. NAME: NAPA CONSTRUCTION DATE OF THIS ESTIMATE 08/18/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.800 500.00 29.000 18,125.00 ARCH (2.01 MM THICK) 78 200 MM ALTERNATIVE PIPE UNDERDRAIN M 69.5000 45,870.00 0.000 0.00 79 DRAINAGE INLET MARKER EA 65.0000 4,160.00 0.000 0.00 80 GRATED LINE DRAIN M 320.0000 8,640.00 0.000 0.00 81 300 MM ALTERNATIVE FLARED END SECTION EA 250.0000 750.00 0.000 0.00 82 450 MM ALTERNATIVE FLARED END SECTION EA 400.0000 1,600.00 0.000 0.00 83 600 MM ALTERNATIVE FLARED END SECTION EA 410.0000 1,640.00 1.000 410.00 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 PIPE ARCH SECTION 86 700 MM X 500 MM STEEL FLARED END EA 325.0000 975.00 1.000 325.00 2.000 650.00 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 0.000 0.00 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 0.000 0.00 AND DRIVEWAY) 91 MISCELLANEOUS IRON AND STEEL KG 2.9500 27,352.40 0.000 0.00 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 08/18/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-128474 TIME 07:42 AM ESTIMATE NO. 07 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 08/20/06 R.E. NAME: NAPA CONSTRUCTION DATE OF THIS ESTIMATE 08/18/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 204,158.77 1,595,696.43 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 8,420.12 25,337.90 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 212,578.89 1,621,034.33 02 MOBILIZATION LS 495,000.0000 495,000.00 0.950 470,250.00 ORIGINAL CONTRACT AMOUNT 4,967,184.40 TOTAL WORK COMPLETED 212,578.89 2,091,284.33 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 212,578.89 2,091,284.33 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 10/20/06 98 45 0 1 44% 69% PROGRESS IS SATISFACTORY NAPA CONSTRUCTION RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 08/18/06