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 10/23/07 EST. NO.09 TIME 03:49 PM R.E. NAME: OULAD-DAOUD, BRAHIM 03-0A4104 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0005 53.65 E.W. @ F.A.(+) 090407 N 0163.0 0006 143.08 090507 Y 0164.0 0007 125.19 090607 Y 0165.0 0008 98.37 090707 N 0166.0 003 0001 13,758.00 A.C. @ L.S.(+) 102007 N 0001 0 004 0007 198.80 A.C. @ F.A.(+) 071607 N 0140.0 0009 1,346.40 083007 N 0167.0 005 0015 448.15 E.W. @ F.A.(+) 082307 N 0147.0 0016 472.87 083007 N 0148.0 0017 444.50 080907 N 0146.0 0018 472.87 081607 N 0168.0 0019 382.34 090607 N 0169.0 0020 495.14 091307 N 0170.0 008 0053 110.00 E.W. @ F.A.(+) 061307 N 0150.0 009 0003 2,520.83 E.W. @ F.A.(+) 052307 N 0039.0 010 0010 141.00 E.W. @ F.A.(+) 091907 N 0010 0 0011 4,406.16 092007 N 0011 0 0012 3,374.31 092107 N 012 0 012 0003 1,154.72 A.C. @ U.P.(+) 051407 N 0003 0 016 0007 162.25 E.W. @ F.A.(+) 080607 N 0153.0 0008 547.83 090507 N 0175.0 0009 423.70 091307 N 0176.0 0010 634.33 091407 N 0177.0 017 0008 677.00 E.W. @ F.A.(+) 091007 N 008 0 0010 366.16 080907 N 0156.0 0012 823.33 081407 N 0178.0 0014 749.84 090607 N 0180.0 0015 2,979.30 090707 N 0181.0 0016 2,775.43 091007 N 0182.0 0017 3,292.67 091107 N 0184.0 0018 3,509.11 091207 N 0185.0 0019 605.08 080907 N 0186.0 0020 393.99 081407 N 0188.0 020 0001 809.34 E.W. @ F.A.(+) 073007 N 0158.0 0002 153.62 073107 N 0159.0 49,049.36 TOTAL THIS ESTIMATE 142,895.33 TOTAL PREVIOUS ESTIMATE 191,944.69 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 10/23/07 EST. NO.09 TIME 03:49 PM R.E. NAME: OULAD-DAOUD, BRAHIM 03-0A4104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CPM -34,059.08 01 CPM SUBMITTED 34,059.08 02 0.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY SUBCONTRACTING VIOL -12,481.00 01 SUBCONTRACTING VIO 12,481.00 02 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 4/07 -10,000.00 02 CERTIFIED PAYROLLS 10,000.00 04 PER LTR DATED 6/07 -10,000.00 05 PER LTR DATED 7/07 -10,000.00 06 PER LTR DATED 8/07 -3,000.00 07 RETURN 6/07 DEDUCT 10,000.00 07 PER LTR DATED 9/07 -5,000.00 08 RETURN 8/07 DEDUCT 3,000.00 08 PER LTR DATED 10/07 -3,000.00 09 -3,000.00 -18,000.00 TOTAL DEDUCTIONS -3,000.00 -18,000.00 PROGRAM CAS145 PAGE 1 DATE 10/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A4104 TIME 03:49 PM ESTIMATE NO. 09 BID OPENING 10/25/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/07 R.E. NAME: OULAD-DAOUD, BRAHIM DATE OF THIS ESTIMATE 10/23/07 LOCATION RERUN PROGRESS ESTIMATE 03-PLA-49-3.2/7.4 ----------------------- NEHEMIAH CONSTRUCTION INC IN PLACER COUNTY IN AUBURN FROM 4790 E 2ND STREET FULWEILER AVENUE TO WILLOW CREEK BENICIA CA 94510 AVENUE FED. AID NO. N O N E WIDEN ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 2,700.0000 2,700.00 0.000 0.00 02 TIME-RELATED OVERHEAD WDAY 6,800.0000 850,000.00 9.000 61,200.00 145.000 986,000.00 03 TEMPORARY FENCE (TYPE ESA) M 30.0000 3,000.00 118.000 3,540.00 04 PREPARE STORM WATER POLLUTION LS 5,400.0000 5,400.00 0.750 4,050.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 10,000.0000 10,000.00 0.073 730.00 0.594 5,940.00 06 TEMPORARY EROSION CONTROL M2 1.0000 7,500.00 663.710 663.71 663.710 663.71 07 TEMPORARY FIBER ROLL M 20.0000 10,000.00 262.140 5,242.80 806.640 16,132.80 08 TEMPORARY SILT FENCE M 20.0000 10,000.00 153.200 3,064.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 4,000.00 1.000 2,000.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 6,000.00 2.000 6,000.00 11 TEMPORARY COVER M2 8.0000 4,000.00 152.000 1,216.00 152.000 1,216.00 12 TEMPORARY CHECK DAM M 1,000.0000 3,000.00 0.000 0.00 13 CONSTRUCTION AREA SIGNS LS 8,000.0000 8,000.00 0.768 6,144.00 S) 14 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.073 10,950.00 0.591 88,650.00 S) 15 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 0.073 1,460.00 0.591 11,820.00 S) 16 ABANDON CULVERT EA 500.0000 4,000.00 3.000 1,500.00 3.000 1,500.00 17 OBLITERATE SURFACING M2 10.0000 4,700.00 0.000 0.00 18 REMOVE FENCE M 20.0000 3,200.00 34.400 688.00 136.500 2,730.00 19 REMOVE FLARED END SECTION EA 2,000.0000 2,000.00 1.000 2,000.00 20 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 9.0000 29,970.00 0.000 0.00 STRIPE 21 REMOVE ROADSIDE SIGN EA 100.0000 5,400.00 9.000 900.00 22 REMOVE ROADSIDE SIGN PANEL EA 100.0000 1,400.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 10/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A4104 TIME 03:49 PM ESTIMATE NO. 09 BID OPENING 10/25/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/07 R.E. NAME: OULAD-DAOUD, BRAHIM DATE OF THIS ESTIMATE 10/23/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ASPHALT CONCRETE DIKE M 200.0000 48,000.00 41.600 8,320.00 24 REMOVE CULVERT EA 200.0000 2,600.00 1.000 200.00 4.000 800.00 25 REMOVE INLET EA 200.0000 3,200.00 2.000 400.00 4.000 800.00 26 REMOVE HEADWALL EA 2,000.0000 4,000.00 0.000 0.00 27 REMOVE MANHOLE EA 500.0000 2,000.00 0.000 0.00 28 REMOVE RETAINING WALL M 500.0000 25,000.00 49.500 24,750.00 29 RESET ROADSIDE SIGN EA 350.0000 1,750.00 0.000 0.00 30 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.5000 48,000.00 80.000 120.00 S) 31 REMOVE CONCRETE (CURB AND GUTTER) M 200.0000 24,000.00 0.000 0.00 32 REMOVE CONCRETE ISLAND (PORTIONS) M2 50.0000 2,000.00 19.060 953.00 33 REMOVE CONCRETE (CURB, GUTTER, AND M 400.0000 68,000.00 212.100 84,840.00 SIDEWALK) 34 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 0.200 2,000.00 1.000 10,000.00 35 ROADWAY EXCAVATION M3 70.0000 322,000.00 3,388.520 237,196.40 36 LEAD COMPLIANCE PLAN LS 2,700.0000 2,700.00 1.000 2,700.00 37 STRUCTURE EXCAVATION (RETAINING WALL) M3 150.0000 96,000.00 634.700 95,205.00 38 STRUCTURE BACKFILL (RETAINING WALL) M3 30.0000 11,700.00 106.670 3,200.10 227.370 6,821.10 39 PERVIOUS BACKFILL MATERIAL (RETAINING M3 40.0000 5,440.00 74.500 2,980.00 136.000 5,440.00 F) WALL) 40 SAND BACKFILL M3 200.0000 8,000.00 0.000 0.00 41 DITCH EXCAVATION M3 30.0000 14,700.00 199.175 5,975.25 42 HIGHWAY PLANTING LS 37,000.0000 37,000.00 0.000 0.00 S) 43 STRAW (EROSION CONTROL) TONN 200.0000 1,200.00 1.600 320.00 1.600 320.00 S) 44 FIBER (EROSION CONTROL) KG 3.0000 3,930.00 401.100 1,203.30 401.100 1,203.30 S) 45 COMPOST (EROSION CONTROL) M3 200.0000 1,800.00 2.810 562.00 2.810 562.00 S) 46 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 4,000.00 1.000 1,000.00 1.000 1,000.00 S) 47 PURE LIVE SEED (EROSION CONTROL) KG 70.0000 4,200.00 16.040 1,122.80 16.040 1,122.80 S) 48 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 12.0000 6,240.00 160.400 1,924.80 160.400 1,924.80 S) 49 STABILIZING EMULSION (EROSION CONTROL) KG 6.0000 1,200.00 60.200 361.20 60.200 361.20 S) PROGRAM CAS145 PAGE 3 DATE 10/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A4104 TIME 03:49 PM ESTIMATE NO. 09 BID OPENING 10/25/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/07 R.E. NAME: OULAD-DAOUD, BRAHIM DATE OF THIS ESTIMATE 10/23/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 MAINTAIN EXISTING PLANTED AREAS LS 3,500.0000 3,500.00 0.000 0.00 S) 51 PLANT ESTABLISHMENT WORK LS 4,500.0000 4,500.00 0.000 0.00 S) 52 IRRIGATION SYSTEM LS 53,000.0000 53,000.00 0.000 0.00 S) 53 WATER METER EA 2,000.0000 6,000.00 0.000 0.00 S) 54 CLASS 2 AGGREGATE BASE M3 70.0000 182,000.00 162.424 11,369.68 1,992.577 139,480.39 55 ASPHALT CONCRETE (TYPE A) TONN 108.0000 712,800.00 1,035.460 111,829.68 1,772.800 191,462.40 56 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 54.0000 1,242.00 0.000 0.00 AREA) 57 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.5000 595.00 0.000 0.00 58 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.5000 3,920.00 0.000 0.00 59 CLASS 2 CONCRETE (RETAINING WALL M3 1,000.0000 108,000.00 108.000 108,000.00 F) FOOTING) 60 CLASS 2 CONCRETE (RETAINING WALL) M3 1,000.0000 104,000.00 17.200 17,200.00 98.800 98,800.00 F) 61 CLASS 4 CONCRETE (BACKFILL) M3 600.0000 42,000.00 0.000 0.00 62 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 93,000.00 47.499 47,499.00 F) 63 ARCHITECTURAL TEXTURE M2 40.0000 6,880.00 29.940 1,197.60 172.200 6,888.00 64 BAR REINFORCING STEEL (RETAINING WALL) KG 3.0000 28,200.00 1,084.000 3,252.00 9,400.000 28,200.00 SF) 65 ROADSIDE SIGN - ONE POST EA 175.0000 7,350.00 0.000 0.00 66 ROADSIDE SIGN - TWO POST EA 350.0000 3,500.00 0.000 0.00 67 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 80.0000 1,280.00 0.000 0.00 METHOD) 68 PREPARE AND STAIN CONCRETE M2 20.0000 3,440.00 0.000 0.00 S) 69 300 MM ALTERNATIVE PIPE CULVERT M 600.0000 6,600.00 3.450 2,070.00 4.950 2,970.00 70 450 MM ALTERNATIVE PIPE CULVERT M 400.0000 60,400.00 65.884 26,353.60 71 600 MM ALTERNATIVE PIPE CULVERT M 300.0000 75,000.00 8.816 2,644.80 161.860 48,558.00 72 750 MM ALTERNATIVE PIPE CULVERT M 1,000.0000 2,000.00 2.000 2,000.00 73 900 MM ALTERNATIVE PIPE CULVERT M 600.0000 39,600.00 0.000 0.00 74 375 MM PLASTIC PIPE (SMOOTH WALL) M 200.0000 20,200.00 139.300 27,860.00 75 900 MM REINFORCED CONCRETE PIPE M 600.0000 15,600.00 6.810 4,086.00 76 300 MM SLOTTED CORRUGATED STEEL PIPE M 300.0000 61,500.00 0.000 0.00 (2.01 MM THICK) PROGRAM CAS145 PAGE 4 DATE 10/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A4104 TIME 03:49 PM ESTIMATE NO. 09 BID OPENING 10/25/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/07 R.E. NAME: OULAD-DAOUD, BRAHIM DATE OF THIS ESTIMATE 10/23/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 450 MM ALTERNATIVE FLARED END SECTION EA 1,000.0000 1,000.00 2.000 2,000.00 78 600 MM ALTERNATIVE FLARED END SECTION EA 1,000.0000 5,000.00 0.000 0.00 79 750 MM ALTERNATIVE FLARED END SECTION EA 1,000.0000 1,000.00 1.000 1,000.00 80 1200 MM PRECAST CONCRETE PIPE MANHOLE EA 2,000.0000 8,000.00 0.000 0.00 81 1500 MM PRECAST CONCRETE PIPE MANHOLE EA 2,500.0000 2,500.00 0.000 0.00 82 ROCK SLOPE PROTECTION M3 150.0000 15,000.00 85.244 12,786.60 (FACING, METHOD B) 83 ROCK SLOPE PROTECTION FABRIC M2 6.0000 1,320.00 206.957 1,241.74 84 MINOR CONCRETE (CURB) M3 1,200.0000 42,000.00 0.000 0.00 85 MINOR CONCRETE (TEXTURED PAVING) M2 50.0000 4,000.00 0.000 0.00 86 MINOR CONCRETE (CURB, SIDEWALK AND M3 800.0000 131,200.00 23.451 18,760.80 CURB RAMP) 87 MISCELLANEOUS IRON AND STEEL KG 5.0000 28,210.00 1,118.000 5,590.00 SF) 88 CHAIN LINK FENCE M 200.0000 2,400.00 0.000 0.00 89 DELINEATOR (CLASS 1) EA 45.0000 2,250.00 0.000 0.00 90 OBJECT MARKER (TYPE K-1) EA 45.0000 225.00 0.000 0.00 91 OBJECT MARKER (TYPE L-1) EA 45.0000 45.00 0.000 0.00 92 THERMOPLASTIC PAVEMENT MARKING M2 48.0000 33,600.00 0.000 0.00 S) 93 THERMOPLASTIC TRAFFIC STRIPE M 1.2500 5,425.00 0.000 0.00 S) (SPRAYABLE) 94 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.8000 12,204.00 0.000 0.00 S) 95 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 8,160.00 0.000 0.00 S) 96 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.4500 101.50 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 97 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.4500 11,890.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 98 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.4500 145.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 99 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6500 462.00 0.000 0.00 S) (BROKEN 2.44 M - 1.22 M) 00 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.5000 7,200.00 0.000 0.00 S) 01 INTERCONNECTION CONDUIT AND CABLE LS 68,000.0000 68,000.00 0.287 19,516.00 S) 02 ELECTRIC SERVICE (IRRIGATION) LS 15,000.0000 15,000.00 0.000 0.00 S) 03 MODIFY SIGNAL AND LIGHTING LS 1020,000.0000 1,020,000.00 0.065 66,300.00 0.189 192,780.00 S) PROGRAM CAS145 PAGE 5 DATE 10/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A4104 TIME 03:49 PM ESTIMATE NO. 09 BID OPENING 10/25/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/07 R.E. NAME: OULAD-DAOUD, BRAHIM DATE OF THIS ESTIMATE 10/23/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 SALVAGE FLASHING BEACON LS 3,000.0000 3,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 10/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A4104 TIME 03:49 PM ESTIMATE NO. 09 BID OPENING 10/25/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/07 R.E. NAME: OULAD-DAOUD, BRAHIM DATE OF THIS ESTIMATE 10/23/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 314,788.47 2,618,597.89 ADJUSTMENT OF COMPENSATION 16,457.92 19,366.25 EXTRA WORK 32,591.44 172,578.44 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 363,837.83 2,810,542.58 05 MOBILIZATION LS 450,000.0000 450,000.00 0.050 22,500.00 1.000 450,000.00 ORIGINAL CONTRACT AMOUNT 5,428,374.50 TOTAL WORK COMPLETED 386,337.83 3,260,542.58 MATERIALS ON HAND ON SITE 219,724.82 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -3,000.00 -18,000.00 TOTAL 383,337.83 3,462,267.40 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 12/05/06 245 03/05/07 03/05/07 03/18/08 156 4 11 0 54% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU DELAY TIME OWED OULAD-DAOUD, BRAHIM RESIDENT ENGINEER PROGRAM CAS145 DATE 10/23/07