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 10/01/07 EST. NO.18 TIME 03:17 PM R.E. NAME: LEGALLEE, DALE 04-1S3004 --------------------------------------------------------------------------- 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 0031 1,017.58 E.W. @ F.A.(+) 021207 N 901031 0032 211.71 022007 N 901032 0033 153.25 022107 N 901033 0034 149.76 031907 N 901034 0035 826.70 032207 N 901035 0036 637.10 032307 N 901036 0037 990.36 032807 N 901037 0038 546.77 032907 N 901038 0039 981.77 032907 N 901039 0040 198.53 052606 N 901040 0041 134.45 061506 N 901041 0042 492.04 062206 N 901042 0043 983.03 070606 N 901043 0044 745.99 070706 N 901044 0045 774.04 081006 N 901045 0046 1,010.29 081106 N 901046 0047 1,870.18 081606 N 901047 0048 2,023.20 081707 N 901048 0049 1,879.09 081806 N 901049 0050 1,920.35 082107 N 901050 0051 186.70 082107 N 901051 0052 188.90 101006 N 901052 0053 100.73 101106 N 901053 0054 109.20 101206 N 901054 0056 268.60 101606 N 901056 0057 765.03 082306 N 901057 0058 759.05 082406 N 901058 0059 201.46 101706 N 901059 0060 134.30 101806 N 901060 0061 134.30 101906 N 901061 0062 81.90 102006 N 901062 0063 113.72 071907 N 901063 0064 173.82 082207 N 901064 007 0005 1,083.75 E.W. @ F.A.(+) 062106 N 907006 0006 323.21 080307 N 907004 011 0009 410.42 E.W. @ F.A.(+) 110806 N 911009 0010 300.30 010507 N 911010 0011 411.98 012407 N 911011 0012 277.82 013007 N 911012 0013 285.91 013107 N 911013 0014 250.04 020107 N 911014 0015 521.98 020207 N 911015 0017 510.26 020607 N 911017 0018 503.32 020707 N 911018 0019 101.29 020807 N 911019 0020 522.41 021607 N 911020 0021 318.80 030707 N 911021 0022 318.80 022007 N 911022 0023 803.63 031607 N 911023 0024 200.58 031907 N 911024 0025 382.76 042507 N 911025 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 10/01/07 EST. NO.18 TIME 03:17 PM R.E. NAME: LEGALLEE, DALE 04-1S3004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 012 0001 8,349.63 E.W. @ L.S.(+) 041907 N 120010 014 0001 26,963.00 E.W. @ L.S.(+) 080507 N 014010 0002 3,924.50 E.W. @ F.A.(+) 071807 N 914002 0003 1,535.44 071907 N 914003 69,063.73 TOTAL THIS ESTIMATE 136,785.06 TOTAL PREVIOUS ESTIMATE 205,848.79 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 10/01/07 EST. NO.18 TIME 03:17 PM R.E. NAME: LEGALLEE, DALE 04-1S3004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION ATLAS TREE -10,000.00 05 ATLAS TREE 10,000.00 06 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 10/01/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1S3004 TIME 03:17 PM ESTIMATE NO. 18 BID OPENING 01/04/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/22/07 R.E. NAME: LEGALLEE, DALE DATE OF THIS ESTIMATE 10/01/07 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 04-SON-1-9.7/10.0 ---------------------------------- 04-SON-116-7.0/ .0 GRANITE CONSTRUCTION IN SONOMA COUNTY NEAR BODEGA BAY AT 1500 GROVE STREET 0.2 KM NORTH OF SMITH BROTHERS ROAD HEALDSBURG, CA 95448 AND NEAR MONTE CRISTO AT 0.1 KM EAST OF MONTE CRISTO DRIVE FED. AID NO. ER-35M1(4)E REPAIR STORM DAMAGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE WM) M 55.0000 13,200.00 240.000 13,200.00 S) 02 TEMPORARY FENCE (TYPE ESA) M 20.0000 1,760.00 105.000 2,100.00 S) 03 TEMPORARY WATER LINE M 275.0000 33,000.00 120.000 33,000.00 04 PREPARE STORM WATER POLLUTION LS 4,500.0000 4,500.00 1.000 4,500.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 15,000.0000 15,000.00 1.000 15,000.00 06 TEMPORARY EROSION CONTROL HA 7,400.0000 4,440.00 0.600 4,440.00 07 TEMPORARY EROSION CONTROL BLANKET M2 9.0000 9,810.00 1,090.000 9,810.00 08 TEMPORARY FIBER ROLL M 17.0000 13,260.00 780.000 13,260.00 09 TEMPORARY SILT FENCE M 10.0000 1,600.00 160.000 1,600.00 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 5,000.00 2.000 5,000.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 2,100.0000 4,200.00 2.000 4,200.00 12 TEMPORARY COVER M2 5.0000 4,300.00 860.000 4,300.00 13 TEMPORARY CHECK DAM M 85.0000 3,825.00 45.000 3,825.00 14 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 1,000.00 2.000 1,000.00 15 CONSTRUCTION AREA SIGNS LS 6,990.0000 6,990.00 0.100 699.00 1.000 6,990.00 S) 16 TRAFFIC CONTROL SYSTEM LS 35,000.0000 35,000.00 0.050 1,750.00 0.995 34,825.00 S) 17 TYPE III BARRICADE EA 55.0000 880.00 22.000 1,210.00 S) 18 TEMPORARY PAVEMENT MARKING (PAINT) M2 100.0000 400.00 4.000 400.00 S) 19 TEMPORARY TRAFFIC STRIPE (PAINT) M 4.0000 3,120.00 780.000 3,120.00 S) 20 TRAFFIC PLASTIC DRUM EA 40.0000 2,640.00 66.000 2,640.00 S) 21 FLASHING BEACON (PORTABLE) EA 30.0000 1,800.00 60.000 1,800.00 S) 22 TEMPORARY PAVEMENT MARKER EA 5.0000 300.00 60.000 300.00 S) PROGRAM CAS145 PAGE 2 DATE 10/01/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1S3004 TIME 03:17 PM ESTIMATE NO. 18 BID OPENING 01/04/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/22/07 R.E. NAME: LEGALLEE, DALE DATE OF THIS ESTIMATE 10/01/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY DELINEATOR (CLASS 1) EA 30.0000 600.00 20.000 600.00 S) 24 TEMPORARY SIGNAL SYSTEM LS 50,000.0000 50,000.00 0.100 5,000.00 1.000 50,000.00 S) 25 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 1.000 15,000.00 S) 26 TEMPORARY RAILING (TYPE K) M 80.0000 49,600.00 482.000 38,560.00 S) 27 ABANDON WATER LINE M 60.0000 3,240.00 54.000 3,240.00 28 REMOVE FENCE (TYPE WM) M 21.5000 4,085.00 190.000 4,085.00 29 REMOVE METAL BEAM GUARD RAILING M 55.0000 2,420.00 44.000 2,420.00 30 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 15.0000 6,750.00 362.000 5,430.00 STRIPE 31 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 5.0000 1,600.00 320.000 1,600.00 32 REMOVE PAVEMENT MARKER EA 2.0000 132.00 66.000 132.00 33 REMOVE ASPHALT CONCRETE DIKE M 40.0000 1,200.00 30.000 1,200.00 34 REMOVE WATER LINE M 55.0000 6,600.00 120.000 6,600.00 35 REPLACE MANHOLE EA 6,000.0000 6,000.00 1.000 6,000.00 36 REMOVE BASE AND SURFACING M3 40.0000 20,400.00 510.000 20,400.00 37 ADJUST MANHOLE EA 2,800.0000 2,800.00 1.000 2,800.00 38 REMOVE SACKED CONCRETE WALL M2 100.0000 3,200.00 32.000 3,200.00 39 CLEARING AND GRUBBING LS 8,000.0000 8,000.00 1.000 8,000.00 40 ROADWAY EXCAVATION M3 80.0000 13,600.00 186.000 14,880.00 41 LEAD COMPLIANCE PLAN LS 4,400.0000 4,400.00 1.000 4,400.00 42 ROADWAY EXCAVATION (DETOUR) M3 20.0000 47,600.00 2,380.000 47,600.00 43 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 150.0000 34,350.00 229.000 34,350.00 F) 44 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 130.0000 17,160.00 132.000 17,160.00 F) 45 LEAN CONCRETE BACKFILL M3 280.0000 24,360.00 87.000 24,360.00 F) 46 IMPORTED BORROW M3 70.0000 30,800.00 440.000 30,800.00 47 EMBANKMENT M3 15.0000 35,700.00 2,380.000 35,700.00 48 FIBER (EROSION CONTROL) KG 0.7000 357.00 516.000 361.20 S) 49 COMPOST (EROSION CONTROL) M3 253.0000 1,012.00 4.120 1,042.36 S) PROGRAM CAS145 PAGE 3 DATE 10/01/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1S3004 TIME 03:17 PM ESTIMATE NO. 18 BID OPENING 01/04/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/22/07 R.E. NAME: LEGALLEE, DALE DATE OF THIS ESTIMATE 10/01/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,150.0000 13,800.00 3.000 3,450.00 S) 51 PURE LIVE SEED (EROSION CONTROL) KG 182.0000 9,100.00 50.000 9,100.00 S) 52 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 170.00 170.000 170.00 S) 53 STABILIZING EMULSION (EROSION CONTROL) KG 8.0000 1,040.00 130.000 1,040.00 S) 54 CLASS 4 AGGREGATE SUBBASE M3 133.0000 22,610.00 182.000 24,206.00 55 ASPHALT CONCRETE (TYPE A) TONN 134.0000 179,560.00 1,503.810 201,510.54 56 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 110.0000 550.00 5.000 550.00 AREA) 57 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 25.0000 150.00 11.000 275.00 58 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 25.0000 725.00 35.000 875.00 59 STEEL SOLDIER PILE (W 310 X 79) M 200.0000 90,200.00 451.000 90,200.00 60 STEEL SOLDIER PILE (W 360 X 237) M 400.0000 91,200.00 228.000 91,200.00 61 760 MM DRILLED HOLE M 150.0000 28,500.00 190.000 28,500.00 S) 62 915 MM DRILLED HOLE M 150.0000 33,000.00 220.000 33,000.00 S) 63 TIEBACK ANCHOR EA 3,800.0000 72,200.00 19.000 72,200.00 S) 64 STRUCTURAL CONCRETE, RETAINING WALL M3 1,000.0000 88,000.00 88.000 88,000.00 F) 65 CLASS 2 CONCRETE (BACKFILL) M3 600.0000 89,400.00 167.000 100,200.00 F) 66 MINOR CONCRETE (MINOR STRUCTURE) M3 1,560.0000 6,240.00 4.000 6,240.00 F) 67 MINOR CONCRETE (DRAINAGE INLET) M3 2,580.0000 3,096.00 1.200 3,096.00 F) 68 ARCHITECTURAL TREATMENT M2 115.0000 22,770.00 198.000 22,770.00 SF)(SCULPTURED ROCK FINISH) 69 ARCHITECTURAL TREATMENT M2 249.0000 31,125.00 125.000 31,125.00 F) (WOOD TEXTURE) 70 BAR REINFORCING STEEL (RETAINING WALL) KG 2.2500 15,300.00 6,800.000 15,300.00 SF) 71 BAR REINFORCING STEEL (EPOXY COATED) KG 4.0000 63,200.00 15,800.000 63,200.00 SF)(RETAINING WALL) 72 SHOTCRETE M3 1,010.0000 165,640.00 164.000 165,640.00 SF) 73 CLEAN AND PAINT STEEL SOLDIER PILE LS 50,360.0000 50,360.00 1.000 50,360.00 S) 74 PREPARE AND STAIN ARCHITECTURAL M2 50.0000 15,900.00 318.000 15,900.00 S) TEXTURED SURFACES 75 300 MM PLASTIC PIPE M 360.0000 6,840.00 19.000 6,840.00 76 450 MM CORRUGATED STEEL PIPE M 400.0000 21,200.00 53.000 21,200.00 (2.77 MM THICK) PROGRAM CAS145 PAGE 4 DATE 10/01/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1S3004 TIME 03:17 PM ESTIMATE NO. 18 BID OPENING 01/04/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/22/07 R.E. NAME: LEGALLEE, DALE DATE OF THIS ESTIMATE 10/01/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 900 MM CORRUGATED STEEL PIPE INLET M 1,200.0000 2,400.00 2.000 2,400.00 (2.77 MM THICK) 78 GRATED LINE DRAIN M 550.0000 4,400.00 8.000 4,400.00 79 200 MM WATER LINE M 250.0000 30,000.00 120.000 30,000.00 80 150 MM WATER LINE M 300.0000 18,900.00 63.000 18,900.00 81 100 MM WATER LINE M 325.0000 16,250.00 63.000 20,475.00 82 MINOR CONCRETE (GUTTER) M 150.0000 5,850.00 39.000 5,850.00 F) 83 MISCELLANEOUS IRON AND STEEL KG 4.0000 752.00 188.000 752.00 SF) 84 FENCE (TYPE WM, WOOD POST) M 58.0000 11,020.00 192.000 11,136.00 S) 85 CHAIN LINK FENCE (TYPE CL-1.2, M 128.0000 4,992.00 0.000 0.00 S) VINYL-CLAD) 86 OBJECT MARKER (TYPE L-1) EA 30.0000 60.00 0.000 0.00 87 METAL BEAM GUARD RAILING (WOOD POST) M 130.0000 8,710.00 67.000 8,710.00 S) 88 CABLE RAILING M 96.0000 3,840.00 40.000 3,840.00 SF) 89 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 700.00 -1.000 -700.00 1.000 700.00 S) 90 END ANCHOR ASSEMBLY (TYPE CA) EA 1,250.0000 1,250.00 -1.000 -1,250.00 1.000 1,250.00 S) 91 CRASH CUSHION (ADIEM) EA 18,000.0000 36,000.00 0.650 11,700.00 S) 92 CONCRETE BARRIER (TYPE 60D) M 250.0000 9,250.00 37.000 9,250.00 F) 93 100 MM THERMOPLASTIC TRAFFIC STRIPE M 9.0000 6,930.00 780.000 7,020.00 S) 94 PAVEMENT MARKER (RETROREFLECTIVE) EA 9.0000 594.00 74.000 666.00 S) PROGRAM CAS145 PAGE 5 DATE 10/01/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1S3004 TIME 03:17 PM ESTIMATE NO. 18 BID OPENING 01/04/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/22/07 R.E. NAME: LEGALLEE, DALE DATE OF THIS ESTIMATE 10/01/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 5,499.00 1,829,637.10 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 69,063.73 205,848.79 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 74,562.73 2,035,485.89 95 MOBILIZATION LS 200,000.0000 200,000.00 1.000 200,000.00 ORIGINAL CONTRACT AMOUNT 2,040,765.00 TOTAL WORK COMPLETED 74,562.73 2,235,485.89 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 74,562.73 2,235,485.89 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 02/10/06 260 03/27/06 03/27/06 08/22/07 258 125 10 0 100% 100% LEGALLEE, DALE RESIDENT ENGINEER PROGRAM CAS145 DATE 10/01/07