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 11/21/08 EST. NO.09 TIME 07:53 AM R.E. NAME: CHANGIZI, DAVE 04-0A0404 --------------------------------------------------------------------------- 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 0012 2,639.78 E.W. @ F.A.(+) 060608 N 0075.0 0015 880.00 071108 N 0084.0 0017 579.60 101508 N 0136.0 0018 284.16 082508 N 0137.0 0019 331.71 100608 N 0134.0 0020 659.97 073108 N 0085.0 0021 942.81 093008 N 0107.0 0023 660.00 082608 N 0109.0 0024 248.64 082708 N 0110.0 0025 974.24 083108 N 0113.0 0026 124.32 090208 N 0115.0 0027 786.03 090408 N 0118.0 0028 860.55 091208 N 0121.0 0029 912.97 091808 N 0122.0 0030 261.63 100108 N 0130.0 0031 880.00 061308 N 76.1 0 0032 7,072.60 061008 N 52.1 0 0033 2,454.31 082708 N 111.10 005 0007-1 -51,984.54 E.W. @ F.A.(+) 050108 N 0006.0 DAO CORRECTING ENTRY 0007-2 35,476.65 050108 N 0006.0 DAO CORRECTING ENTRY 0017-3 -4,994.11 042308 N 0021.0 DAO CORRECTING ENTRY 0027-1 -33,399.52 070208 N 0047.0 DAO CORRECTING ENTRY 0031-1 -6,814.03 070208 N 0077.0 DAO CORRECTING ENTRY 0033-1 -3,847.39 070908 N 0072.0 DAO CORRECTING ENTRY 0033-2 3,847.39 070908 N 0072.0 DAO CORRECTING ENTRY 0033-3 -3,847.39 070908 N 0072.0 DAO CORRECTING ENTRY 0038-1 -159.42 051408 N 0037.1 DAO CORRECTING ENTRY 006 0004-3 -1,425.57 E.W. @ F.A.(+) 060908 N 0049.0 DAO CORRECTING ENTRY 0006-3 -8,356.49 061108 N 0051.0 DAO CORRECTING ENTRY 0007-3 -7,072.60 061008 N 0052.0 DAO CORRECTING ENTRY 0009-1 -4,395.76 062508 N 0054.0 DAO CORRECTING ENTRY 0009-2 2,338.76 062508 N 0054.0 DAO CORRECTING ENTRY 0020-1 -1,310.24 070308 N 62.C 0 DAO CORRECTING ENTRY 0027 4,194.95 082908 N 0138.0 0029 2,187.25 082808 N 0112.0 0030 2,327.34 090208 N 0114.0 0031 3,756.57 090308 N 0116.0 0032 1,590.03 090408 N 0117.0 0034 2,179.00 060908 N 43.C 0 0035 8,442.93 061108 N 51.C 0 0036 777.54 070308 N 63.C 0 0036-1 -777.54 070308 N 63.C 0 DAO CORRECTING ENTRY 0037 6,084.21 070708 N 19.C 0 0038 7,425.00 E.W. @ U.P (+) 071808 N RE0004 0039 2,038.57 111908 N RE0013 0039-1 -2,038.57 111908 N RE0013 DAO CORRECTING ENTRY 0039-2 4,133.55 111908 N RE0013 DAO CORRECTING ENTRY 007 0004 20,371.16 E.W. @ L.S.(+) 071808 N RE0010 009 0001-1 -552.96 E.W. @ F.A.(+) 071808 N 0081.0 DAO CORRECTING ENTRY 0002-1 -667.97 071808 N 0082.0 DAO CORRECTING ENTRY 0004 1,622.02 101308 N 0135.0 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 11/21/08 EST. NO.09 TIME 07:53 AM R.E. NAME: CHANGIZI, DAVE 04-0A0404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 010 0001 4,966.54 E.W. @ F.A.(+) 073008 N 0087.0 0002 3,984.52 092908 N 0126.0 0003 33,399.52 070208 N 27.C 0 0004 2,538.43 072908 N 86.1 0 0005 3,847.39 070908 N 72.1 0 011 0001 4,224.70 E.W. @ F.A.(+) 090908 N 0120.0 013 0001 2,485.41 E.W. @ F.A.(+) 092408 N 0124.0 0002 2,275.45 092508 N 0125.0 56,424.10 TOTAL THIS ESTIMATE 1,266,165.52 TOTAL PREVIOUS ESTIMATE 1,322,589.62 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 11/21/08 EST. NO.09 TIME 07:53 AM R.E. NAME: CHANGIZI, DAVE 04-0A0404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE AGG TEST FAILURE -2,095.30 08 0.00 -2,095.30 TOTAL DEDUCTIONS 0.00 -2,095.30 PROGRAM CAS145 PAGE 1 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A0404 TIME 07:53 AM ESTIMATE NO. 09 BID OPENING 12/12/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: CHANGIZI, DAVE DATE OF THIS ESTIMATE 11/21/08 LOCATION PROGRESS ESTIMATE 04-SOL-12-1.5/2.8 ----------------- GHILOTTI CONSTRUCTION COMPANY IN SOLANO COUNTY NEAR FAIRFIELD ON 2301 KERNER BLVD STE E ROUTE 12 FROM 1.5 KM WEST OF RED SAN RAFAEL, CA 94901 TOP ROAD TO 0.58 KM EAST OF RED TOP ROAD FED. AID NO. ACST-P012(98)E ,P-P012(98)E CONSTRUCT TRUCK CLIMBING LANE ------------------------------------------------------------------------------------------------------------------------------------ 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 2,250.0000 2,250.00 0.150 337.50 0.950 2,137.50 02 TIME-RELATED OVERHEAD LS 200,000.0000 200,000.00 0.946 189,200.00 03 TEMPORARY FENCE (TYPE ESA) M 7.0000 13,020.00 1,734.000 12,138.00 04 CONSTRUCTION SITE MANAGEMENT LS 3,000.0000 3,000.00 1.000 3,000.00 05 PREPARE STORM WATER POLLUTION LS 5,400.0000 5,400.00 1.000 5,400.00 PREVENTION PLAN 06 TEMPORARY SILT FENCE M 10.0000 21,500.00 842.000 8,420.00 07 TEMPORARY GRAVEL BAG BERM M 3.0000 1,800.00 0.000 0.00 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 15,000.00 2.000 3,000.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 500.0000 5,000.00 8.000 4,000.00 10 TEMPORARY COVER M2 0.1000 201.00 459.000 45.90 11 TEMPORARY CHECK DAM M 16.0000 1,376.00 0.000 0.00 12 MOVE-IN/MOVE-OUT EA 450.0000 1,800.00 1.000 450.00 (TEMPORARY EROSION CONTROL) 13 TEMPORARY HYDRAULIC MULCH M2 0.8400 26,250.00 8,094.000 6,798.96 (BONDED FIBER MATRIX) 14 STREET SWEEPING LS 5,000.0000 5,000.00 0.145 725.00 1.000 5,000.00 15 CONSTRUCTION AREA SIGNS LS 15,860.0000 15,860.00 0.900 14,274.00 S) 16 TRAFFIC CONTROL SYSTEM LS 175,000.0000 175,000.00 0.100 17,500.00 1.000 175,000.00 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 2.7500 27,802.50 8,846.000 24,326.50 18 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 300.00 10.000 300.00 S) 19 TEMPORARY PAVEMENT MARKER EA 6.0000 6,180.00 904.000 5,424.00 S) 20 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 1.000 15,000.00 S) 21 TEMPORARY RAILING (TYPE K) M 10.0000 34,300.00 2,231.280 22,312.80 S) 22 TEMPORARY CRASH CUSHION MODULE EA 175.0000 14,700.00 76.000 13,300.00 PROGRAM CAS145 PAGE 2 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A0404 TIME 07:53 AM ESTIMATE NO. 09 BID OPENING 12/12/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: CHANGIZI, DAVE DATE OF THIS ESTIMATE 11/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE FENCE M 5.0000 8,450.00 1,744.000 8,720.00 24 REMOVE METAL BEAM GUARD RAILING M 35.0000 3,010.00 82.000 2,870.00 25 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 4.0000 14,000.00 3,435.000 13,740.00 STRIPE 26 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 6,400.00 2,308.000 4,616.00 27 REMOVE PAVEMENT MARKING M2 100.0000 2,000.00 0.000 0.00 28 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 7,540.00 627.000 1,254.00 29 REMOVE PAVEMENT MARKER EA 1.0000 1,450.00 1,809.000 1,809.00 30 REMOVE ROADSIDE SIGN (WOOD POST) EA 80.0000 400.00 5.000 400.00 31 REMOVE ROADSIDE SIGN EA 75.0000 150.00 2.000 150.00 (STRAP AND SADDLE BRACKET METHOD) 32 REMOVE ASPHALT CONCRETE DIKE M 1.0000 110.00 102.000 102.00 102.000 102.00 33 REMOVE CULVERT EA 450.0000 900.00 2.000 900.00 34 REMOVE INLET EA 800.0000 800.00 1.000 800.00 35 REMOVE HEADWALL EA 900.0000 5,400.00 5.000 4,500.00 36 RELOCATE ROADSIDE SIGN EA 195.0000 1,170.00 5.000 975.00 37 CLEAN EXISTING DRAINAGE FACILITY EA 2,300.0000 9,200.00 4.000 9,200.00 (600 MM CMP) 38 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.8000 8,708.00 522.000 1,461.60 3,237.000 9,063.60 S) 39 CLEARING AND GRUBBING LS 81,900.0000 81,900.00 1.000 81,900.00 40 ROADWAY EXCAVATION M3 40.0000 444,000.00 9,878.970 395,158.80 41 ROADWAY EXCAVATION (TYPE Z-2) M3 91.0000 228,410.00 1,367.000 124,397.00 (AERIALLY DEPOSITED LEAD) 42 LEAD COMPLIANCE PLAN LS 4,500.0000 4,500.00 1.000 4,500.00 43 GEOSYNTHETIC REINFORCED EMBANKMENT M3 75.0000 48,750.00 809.600 60,720.00 44 STRUCTURE EXCAVATION (RETAINING WALL) M3 130.0000 650,000.00 1,017.000 132,210.00 45 STRUCTURE BACKFILL (RETAINING WALL) M3 40.0000 141,200.00 0.000 0.00 46 PERVIOUS BACKFILL MATERIAL (RETAINING M3 66.0000 13,860.00 0.000 0.00 F) WALL) 47 DITCH EXCAVATION M3 30.0000 690.00 23.000 690.00 48 IMPORTED MATERIAL (SHOULDER BACKING) TONN 50.0000 15,000.00 375.000 18,750.00 375.000 18,750.00 49 EROSION CONTROL (NETTING) M2 5.2500 25,147.50 4,311.000 22,632.75 S) PROGRAM CAS145 PAGE 3 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A0404 TIME 07:53 AM ESTIMATE NO. 09 BID OPENING 12/12/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: CHANGIZI, DAVE DATE OF THIS ESTIMATE 11/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 EROSION CONTROL (TYPE D) HA 12,000.0000 28,800.00 0.000 0.00 S) 51 FIBER ROLLS M 4.8000 12,768.00 1,330.000 6,384.00 S) 52 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 450.0000 1,800.00 1.000 450.00 S) 53 560 MM HIGH DENSITY POLYETHYLENE M 500.0000 50,000.00 100.000 50,000.00 PIPELINER 54 CLASS 4 AGGREGATE SUBBASE M3 21.0000 71,400.00 3,736.940 78,475.74 55 CEMENT TREATED BASE M3 118.0000 369,340.00 2,823.100 333,125.80 (PLANT-MIXED, CLASS A) 56 REPLACE ASPHALT CONCRETE SURFACING M3 670.0000 49,580.00 102.250 68,507.50 57 ASPHALT CONCRETE (TYPE A) TONN 87.0000 1,017,900.00 12,235.690 1,064,505.03 13,726.200 1,194,179.40 58 CENTERLINE RUMBLE STRIP (ASPHALT M 5.0000 5,850.00 1,137.000 5,685.00 1,137.000 5,685.00 CONCRETE, GROUND-IN INDENTATIONS) 59 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 19.0000 9,690.00 0.000 0.00 60 ASPHALTIC EMULSION (PAINT BINDER) TONN 450.0000 40,950.00 7.650 3,442.50 16.840 7,578.00 61 STRUCTURAL CONCRETE, RETAINING WALL M3 490.0000 661,500.00 0.000 0.00 F) 62 MINOR CONCRETE (MINOR STRUCTURE) M3 1,600.0000 28,800.00 2.000 3,200.00 17.970 28,752.00 F) 63 MINOR CONCRETE (BACKFILL) M3 225.0000 2,700.00 12.000 2,700.00 64 ARCHITECTURAL TREATMENT M2 1.0000 2,720.00 0.000 0.00 65 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 269,480.00 0.000 0.00 SF) 66 GEOSYNTHETIC REINFORCEMENT M2 15.0000 7,200.00 480.000 7,200.00 67 FURNISH SINGLE SHEET ALUMINUM SIGN M2 165.0000 2,475.00 0.000 0.00 (1.6 MM-UNFRAMED) 68 FURNISH SINGLE SHEET ALUMINUM SIGN M2 200.0000 200.00 0.000 0.00 (2.0 MM-UNFRAMED) 69 ROADSIDE SIGN - ONE POST EA 225.0000 4,950.00 0.000 0.00 70 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 600.00 0.000 0.00 METHOD) 71 600 MM ALTERNATIVE PIPE CULVERT M 550.0000 40,150.00 72.700 39,985.00 72 900 MM ALTERNATIVE PIPE CULVERT M 660.0000 9,240.00 13.600 8,976.00 73 200 MM CORRUGATED STEEL PIPE M 350.0000 4,900.00 14.000 4,900.00 (2.01 MM THICK) 74 200 MM PERFORATED PLASTIC M 85.0000 70,550.00 774.000 65,790.00 PIPE UNDERDRAIN 75 PERMEABLE MATERIAL (BLANKET) M3 70.0000 164,500.00 2,966.800 207,676.00 76 900 MM BITUMINOUS COATED CORRUGATED M 1,300.0000 9,100.00 6.750 8,775.00 STEEL PIPE INLET (2.77 MM THICK) PROGRAM CAS145 PAGE 4 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A0404 TIME 07:53 AM ESTIMATE NO. 09 BID OPENING 12/12/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: CHANGIZI, DAVE DATE OF THIS ESTIMATE 11/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ROCK SLOPE PROTECTION M3 90.0000 2,340.00 26.000 2,340.00 (FACING, METHOD B) 78 ROCK SLOPE PROTECTION FABRIC M2 16.0000 752.00 47.000 752.00 79 MINOR CONCRETE (GUTTER) M3 600.0000 15,000.00 25.000 15,000.00 80 MISCELLANEOUS IRON AND STEEL KG 2.0000 2,640.00 175.000 350.00 1,495.000 2,990.00 SF) 81 CHAIN LINK FENCE (TYPE CL-1.2, M 50.0000 14,500.00 0.000 0.00 S) VINYL-CLAD) 82 WIRE MESH FENCE M 27.0000 36,990.00 1,186.000 32,022.00 S) 83 WIRE MESH GATE EA 850.0000 850.00 1.000 850.00 S) 84 DELINEATOR (CLASS 1) EA 30.0000 1,230.00 0.000 0.00 85 GUARD RAILING DELINEATOR EA 30.0000 180.00 0.000 0.00 86 OBJECT MARKER (TYPE L-1) EA 35.0000 210.00 0.000 0.00 87 METAL BEAM GUARD RAILING (WOOD POST) M 76.0000 37,240.00 490.000 37,240.00 490.000 37,240.00 S) 88 TRANSITION RAILING (TYPE WB) EA 4,500.0000 4,500.00 2.000 9,000.00 2.000 9,000.00 89 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,600.0000 7,800.00 3.000 7,800.00 3.000 7,800.00 90 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 8,800.00 4.000 8,800.00 4.000 8,800.00 91 CONCRETE BARRIER (TYPE 60) M 183.0000 15,006.00 32.000 5,856.00 32.000 5,856.00 92 CONCRETE BARRIER (TYPE 60D) M 105.0000 31,500.00 105.000 11,025.00 105.000 11,025.00 93 THERMOPLASTIC PAVEMENT MARKING M2 52.0000 3,640.00 87.000 4,524.00 87.000 4,524.00 S) 94 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 15,720.00 7,857.000 15,714.00 7,857.000 15,714.00 S) 95 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 625.00 249.000 622.50 249.000 622.50 S) 96 PAVEMENT MARKER (NON-REFLECTIVE) EA 4.0000 4,560.00 1,060.000 4,240.00 1,060.000 4,240.00 S) 97 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.5000 5,400.00 1,196.000 5,382.00 1,196.000 5,382.00 S) 98 MODIFY LIGHTING LS 49,000.0000 49,000.00 1.000 49,000.00 S) 99 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 00 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 700.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A0404 TIME 07:53 AM ESTIMATE NO. 09 BID OPENING 12/12/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: CHANGIZI, DAVE DATE OF THIS ESTIMATE 11/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,226,262.13 3,741,882.75 ADJUSTMENT OF COMPENSATION 0.00 58,461.54 EXTRA WORK 56,424.10 1,264,128.08 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,282,686.23 5,064,472.37 01 MOBILIZATION LS 490,000.0000 490,000.00 1.000 490,000.00 ORIGINAL CONTRACT AMOUNT 6,000,211.00 TOTAL WORK COMPLETED 1,282,686.23 5,554,472.37 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -2,095.30 TOTAL 1,282,686.23 5,552,377.07 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 01/14/08 130 04/07/08 04/21/08 12/04/08 154 5 38 0 98% 92% PROGRESS IS SATISFACTORY CHANGIZI, DAVE RESIDENT ENGINEER PROGRAM CAS145 DATE 11/21/08