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 03/01/07 EST. NO.13 TIME 09:26 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 0010-1 -450.33 E.W. @ F.A.(+) 042006 N 0016.0 DAO CORRECTING ENTRY 0010-2 225.16 042006 N 0016.0 DAO CORRECTING ENTRY 0101-3 -338.22 032606 N CT06.1 DAO CORRECTING ENTRY 0109 910.47 100806 N 0267.0 0120-1 -517.42 100806 N 0546.0 DAO CORRECTING ENTRY 0126 224.23 062006 N 0659.0 0127 147.54 062106 N 0660.0 0128 54.63 062906 N 0661.0 0129 100.54 060906 N 0662.0 0130 50.28 061206 N 0663.0 0132 97.84 061406 N 0665.0 0133-1 -100.54 061506 N 0666.0 DAO CORRECTING ENTRY 0134 584.66 053006 N 0667.0 0140-1 -1,951.33 082306 N 0179.0 DAO CORRECTING ENTRY 0140-2 1,654.66 082306 N 0179.0 DAO CORRECTING ENTRY 0142 235.93 091406 N 0225.0 0145 549.46 072306 N 0620.0 0146 255.37 072406 N 0621.0 0147 328.94 052306 N 0622.0 0148 365.54 052406 N 0623.0 0149 292.33 052506 N 0624.0 0153 437.04 062106 N 0628.0 0156-1 -2,156.09 032606 N 0637.0 DAO CORRECTING ENTRY 0163-1 -2,870.12 082506 N 0676.0 DAO CORRECTING ENTRY 0189 225.16 042006 N 10.1 0 0190 1,597.24 032606 N 9.1 0 0191 100.54 061506 N 81.B 0 002 0002-1 -4,463.48 E.W. @ F.A.(+) 073106 N TEMP 0 DAO CORRECTING ENTRY 006 0012 1,050.53 E.W. @ F.A.(+) 041906 N 647.10 007 0066 211.31 E.W. @ F.A.(+) 050806 N 0649.0 0069 444.79 053006 N 0652.0 0070 578.18 080406 N 0653.0 0073 1,929.12 080806 N 0668.0 0074 633.94 062006 N 0669.0 0077 422.63 053006 N 0672.0 0078 1,397.69 053106 N 0673.0 0079 1,160.92 071706 N 0136.0 0080 1,628.78 071806 N 0138.0 0081 1,562.31 071906 N 0139.0 0112 293.88 050506 N 240524 009 0040-1 -8,156.12 E.W. @ F.A.(+) 091406 N 0615.0 DAO CORRECTING ENTRY 0040-2 3,935.15 091406 N 0615.0 DAO CORRECTING ENTRY 0047-1 -14,774.58 062906 N 0103.0 DAO CORRECTING ENTRY 0047-2 8,276.02 062906 N 0103.0 DAO CORRECTING ENTRY 0049 916.78 070606 N 0110.0 0050-1 -12,643.25 070606 N 0112.0 DAO CORRECTING ENTRY 0050-2 9,014.81 070606 N 0112.0 DAO CORRECTING ENTRY 0052-1 -10,320.16 071006 N 0131.0 DAO CORRECTING ENTRY 0055 1,200.67 072606 N 0149.0 0056 1,822.36 072706 N 0151.0 0060 25,801.77 062206 N 0680.0 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 03/01/07 EST. NO.13 TIME 09:26 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 --------------------------------------------------------------------------- 0066 2,870.12 092106 N 0676.0 011 0004-1 -2,870.12 E.W. @ F.A.(+) 082506 N 0676.0 DAO CORRECTING ENTRY 015 0001 28,590.43 A.C. @ L.S.(+) 022507 N RE0001 016 0001 7,007.86 E.W. @ L.S.(+) 022507 N RE0001 017 0001 4,457.26 A.C. @ L.S.(+) 022607 N RE0001 52,033.11 TOTAL THIS ESTIMATE 515,641.42 TOTAL PREVIOUS ESTIMATE 567,674.53 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 03/01/07 EST. NO.13 TIME 09:26 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 03/01/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-128474 TIME 09:26 AM ESTIMATE NO. 13 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 02/20/07 R.E. NAME: NAPA CONSTRUCTION DATE OF THIS ESTIMATE 03/01/07 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 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 0.330 1,336.50 1.000 4,050.00 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 29.070 813.96 773.740 21,664.72 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 03/01/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-128474 TIME 09:26 AM ESTIMATE NO. 13 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 02/20/07 R.E. NAME: NAPA CONSTRUCTION DATE OF THIS ESTIMATE 03/01/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 15.600 546.00 54.600 1,911.00 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 14.000 1,960.00 34 RELOCATE MAILBOX EA 175.0000 14,175.00 84.000 14,700.00 35 RELOCATE ROADSIDE SIGN EA 140.0000 1,960.00 4.000 560.00 11.000 1,540.00 36 ADJUST INLET EA 825.0000 12,375.00 11.000 9,075.00 37 ADJUST MANHOLE EA 360.0000 720.00 2.000 720.00 38 ADJUST UTILITY COVER TO GRADE EA 410.0000 14,760.00 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 42,240.00 330.000 10,560.00 1,650.000 52,800.00 49 EROSION CONTROL (BLANKET) M2 6.5400 15,042.00 2,216.000 14,492.64 2,216.000 14,492.64 S) PROGRAM CAS145 PAGE 3 DATE 03/01/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-128474 TIME 09:26 AM ESTIMATE NO. 13 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 02/20/07 R.E. NAME: NAPA CONSTRUCTION DATE OF THIS ESTIMATE 03/01/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 6,240.00 124.000 6,448.00 AREA) 58 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 8.0000 6,720.00 190.500 1,524.00 882.000 7,056.00 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 63.030 87,926.85 210.030 292,991.85 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 47.000 9,588.00 638.000 130,152.00 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 1.370 1,575.50 4.870 5,600.50 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 03/01/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-128474 TIME 09:26 AM ESTIMATE NO. 13 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 02/20/07 R.E. NAME: NAPA CONSTRUCTION DATE OF THIS ESTIMATE 03/01/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 60.000 3,900.00 60.000 3,900.00 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 7,722.400 22,781.08 F) 92 MILEPOST MARKER EA 30.0000 330.00 10.000 300.00 10.000 300.00 93 MARKER (CULVERT) EA 30.0000 1,710.00 53.000 1,590.00 53.000 1,590.00 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 14.520 929.28 636.270 40,721.28 96 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,150.0000 51,600.00 -1.000 -2,150.00 17.000 36,550.00 97 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 5,400.00 52.630 2,368.35 112.630 5,068.35 S) 98 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7000 16,030.00 14,065.740 9,846.02 25,515.740 17,861.02 S) 99 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 520.00 86.720 173.44 216.720 433.44 S) 00 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7000 868.00 133.660 93.56 753.660 527.56 S) (BROKEN 3.66 M - 0.92 M) 01 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 6,800.00 818.000 3,272.00 1,668.000 6,672.00 S) PROGRAM CAS145 PAGE 5 DATE 03/01/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-128474 TIME 09:26 AM ESTIMATE NO. 13 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 02/20/07 R.E. NAME: NAPA CONSTRUCTION DATE OF THIS ESTIMATE 03/01/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 150,226.10 3,864,828.84 ADJUSTMENT OF COMPENSATION 33,047.69 33,047.69 EXTRA WORK 18,985.42 534,626.84 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 202,259.21 4,432,503.37 02 MOBILIZATION LS 495,000.0000 495,000.00 1.000 495,000.00 ORIGINAL CONTRACT AMOUNT 4,967,184.40 TOTAL WORK COMPLETED 202,259.21 4,927,503.37 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 202,259.21 4,927,503.37 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 03/28/07 139 115 14 1 98% 100% PROGRESS IS SATISFACTORY NAPA CONSTRUCTION RESIDENT ENGINEER PROGRAM CAS145 DATE 03/01/07