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 09/05/08 EST. NO.21 TIME 01:59 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 09/05/08 EST. NO.21 TIME 01:59 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 MISSING CEM 4401 -10,000.00 12 MISSING CPM UPDATES -106,688.54 13 RECEIVED CEM 4401 10,000.00 13 TRO ADJUSTMENT -8,800.00 13 MISSING CPM -70,991.23 14 MISSING CPM UPDATE -33,200.05 15 MISSING CPM SCHEDULE -92,405.35 16 TRO ADJUSTMENT -83,600.00 17 MISSING CPM -46,514.83 18 RETURN ALL CPM 349,800.00 19 TRO DEDUCTION -105,600.00 21 -105,600.00 -198,000.00 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 PER LTR DATED 11/07 -4,000.00 10 RETURN 9/07 DEDUCT 5,000.00 10 PER LTR 12/07 -5,000.00 11 REC'D PAYROLLS 7/07 10,000.00 11 REC'D PAYROLLS10/07 3,000.00 11 PER LTR DATED 3/08 -7,000.00 14 PER LTR DATED 7/08 -10,000.00 18 0.00 -26,000.00 LIQUIDATED DAMAGES 10 DAYS @ $6600/DAY -66,000.00 14 12 DAYS @ $6600 -79,200.00 17 61 DAYS @ $6600/DAY -402,600.00 19 RETN 83DAYS@6600/DAY 547,800.00 21 547,800.00 0.00 TOTAL DEDUCTIONS 442,200.00 -224,000.00 PROGRAM CAS145 PAGE 1 DATE 09/05/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A4104 TIME 01:59 PM ESTIMATE NO. 21 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 08/20/08 R.E. NAME: OULAD-DAOUD, BRAHIM DATE OF THIS ESTIMATE 09/05/08 LOCATION SUPPLEMENTAL 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 0.500 1,350.00 02 TIME-RELATED OVERHEAD WDAY 6,800.0000 850,000.00 48.000 326,400.00 282.000 1,917,600.00 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 1.000 10,000.00 06 TEMPORARY EROSION CONTROL M2 1.0000 7,500.00 663.710 663.71 07 TEMPORARY FIBER ROLL M 20.0000 10,000.00 544.500 10,890.00 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 0.000 0.00 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 1.000 8,000.00 S) 14 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 1.000 150,000.00 S) 15 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 1.000 20,000.00 S) 16 ABANDON CULVERT EA 500.0000 4,000.00 8.000 4,000.00 17 OBLITERATE SURFACING M2 10.0000 4,700.00 0.000 0.00 18 REMOVE FENCE M 20.0000 3,200.00 136.500 2,730.00 19 REMOVE FLARED END SECTION EA 2,000.0000 2,000.00 3.000 6,000.00 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 38.000 3,800.00 22 REMOVE ROADSIDE SIGN PANEL EA 100.0000 1,400.00 1.000 100.00 PROGRAM CAS145 PAGE 2 DATE 09/05/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A4104 TIME 01:59 PM ESTIMATE NO. 21 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 08/20/08 R.E. NAME: OULAD-DAOUD, BRAHIM DATE OF THIS ESTIMATE 09/05/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 48,000.00 234.080 46,816.00 24 REMOVE CULVERT EA 200.0000 2,600.00 7.000 1,400.00 25 REMOVE INLET EA 200.0000 3,200.00 11.000 2,200.00 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 4.000 1,400.00 30 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.5000 48,000.00 26,345.288 39,517.93 S) 31 REMOVE CONCRETE (CURB AND GUTTER) M 200.0000 24,000.00 92.100 18,420.00 32 REMOVE CONCRETE ISLAND (PORTIONS) M2 50.0000 2,000.00 19.060 953.00 33 REMOVE CONCRETE (CURB, GUTTER, AND M 400.0000 68,000.00 188.850 75,540.00 SIDEWALK) 34 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 1.000 10,000.00 35 ROADWAY EXCAVATION M3 70.0000 322,000.00 4,506.898 315,482.86 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 11,700.00 227.370 6,821.10 39 PERVIOUS BACKFILL MATERIAL (RETAINING M3 40.0000 5,440.00 136.000 5,440.00 F) WALL) 40 SAND BACKFILL M3 200.0000 8,000.00 33.515 6,703.00 41 DITCH EXCAVATION M3 30.0000 14,700.00 324.795 9,743.85 42 HIGHWAY PLANTING LS 37,000.0000 37,000.00 0.725 26,825.00 S) 43 STRAW (EROSION CONTROL) TONN 200.0000 1,200.00 2.800 560.00 S) 44 FIBER (EROSION CONTROL) KG 3.0000 3,930.00 701.100 2,103.30 S) 45 COMPOST (EROSION CONTROL) M3 200.0000 1,800.00 4.910 982.00 S) 46 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 4,000.00 3.000 3,000.00 S) 47 PURE LIVE SEED (EROSION CONTROL) KG 70.0000 4,200.00 28.040 1,962.80 S) 48 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 12.0000 6,240.00 280.400 3,364.80 S) 49 STABILIZING EMULSION (EROSION CONTROL) KG 6.0000 1,200.00 105.200 631.20 S) PROGRAM CAS145 PAGE 3 DATE 09/05/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A4104 TIME 01:59 PM ESTIMATE NO. 21 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 08/20/08 R.E. NAME: OULAD-DAOUD, BRAHIM DATE OF THIS ESTIMATE 09/05/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.367 1,651.50 S) 52 IRRIGATION SYSTEM LS 53,000.0000 53,000.00 0.815 43,195.00 S) 53 WATER METER EA 2,000.0000 6,000.00 2.000 4,000.00 S) 54 CLASS 2 AGGREGATE BASE M3 70.0000 182,000.00 3,402.454 238,171.78 55 ASPHALT CONCRETE (TYPE A) TONN 108.0000 712,800.00 7,703.380 831,965.04 56 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 54.0000 1,242.00 136.800 7,387.20 AREA) 57 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.5000 595.00 133.000 465.50 58 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.5000 3,920.00 1,142.000 3,997.00 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 104,000.00 104.000 104,000.00 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 49.319 49,319.00 F) 63 ARCHITECTURAL TEXTURE M2 40.0000 6,880.00 172.200 6,888.00 64 BAR REINFORCING STEEL (RETAINING WALL) KG 3.0000 28,200.00 9,400.000 28,200.00 SF) 65 ROADSIDE SIGN - ONE POST EA 175.0000 7,350.00 37.000 6,475.00 66 ROADSIDE SIGN - TWO POST EA 350.0000 3,500.00 9.000 3,150.00 67 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 80.0000 1,280.00 15.000 1,200.00 METHOD) 68 PREPARE AND STAIN CONCRETE M2 20.0000 3,440.00 181.242 3,624.84 S) 69 300 MM ALTERNATIVE PIPE CULVERT M 600.0000 6,600.00 4.950 2,970.00 70 450 MM ALTERNATIVE PIPE CULVERT M 400.0000 60,400.00 88.584 35,433.60 71 600 MM ALTERNATIVE PIPE CULVERT M 300.0000 75,000.00 209.460 62,838.00 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 1.700 1,020.00 74 375 MM PLASTIC PIPE (SMOOTH WALL) M 200.0000 20,200.00 147.800 29,560.00 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 09/05/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A4104 TIME 01:59 PM ESTIMATE NO. 21 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 08/20/08 R.E. NAME: OULAD-DAOUD, BRAHIM DATE OF THIS ESTIMATE 09/05/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 1,000.00 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 1.000 2,000.00 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 99.244 14,886.60 (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 14.620 17,544.00 85 MINOR CONCRETE (TEXTURED PAVING) M2 50.0000 4,000.00 0.000 0.00 86 MINOR CONCRETE (CURB, SIDEWALK AND M3 800.0000 131,200.00 154.881 123,904.80 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 23.890 4,778.00 89 DELINEATOR (CLASS 1) EA 45.0000 2,250.00 35.000 1,575.00 90 OBJECT MARKER (TYPE K-1) EA 45.0000 225.00 3.000 135.00 91 OBJECT MARKER (TYPE L-1) EA 45.0000 45.00 0.000 0.00 92 THERMOPLASTIC PAVEMENT MARKING M2 48.0000 33,600.00 645.035 30,961.68 S) 93 THERMOPLASTIC TRAFFIC STRIPE M 1.2500 5,425.00 2,414.330 3,017.91 S) (SPRAYABLE) 94 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.8000 12,204.00 1,366.420 2,459.56 S) 95 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 8,160.00 1,582.530 6,330.12 S) 96 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.4500 101.50 64.620 93.70 S) (BROKEN 1.83 M - 0.30 M) 97 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.4500 11,890.00 3,550.020 5,147.53 S) (BROKEN 10.98 M - 3.66 M) 98 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.4500 145.00 55.780 80.88 S) (BROKEN 5.18 M - 2.14 M) 99 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6500 462.00 246.590 406.87 S) (BROKEN 2.44 M - 1.22 M) 00 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.5000 7,200.00 956.000 4,302.00 S) 01 INTERCONNECTION CONDUIT AND CABLE LS 68,000.0000 68,000.00 1.000 68,000.00 S) 02 ELECTRIC SERVICE (IRRIGATION) LS 15,000.0000 15,000.00 1.000 15,000.00 S) 03 MODIFY SIGNAL AND LIGHTING LS 1020,000.0000 1,020,000.00 1.000 1,020,000.00 S) PROGRAM CAS145 PAGE 5 DATE 09/05/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A4104 TIME 01:59 PM ESTIMATE NO. 21 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 08/20/08 R.E. NAME: OULAD-DAOUD, BRAHIM DATE OF THIS ESTIMATE 09/05/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 3,000.00 S) PROGRAM CAS145 PAGE 6 DATE 09/05/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A4104 TIME 01:59 PM ESTIMATE NO. 21 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 08/20/08 R.E. NAME: OULAD-DAOUD, BRAHIM DATE OF THIS ESTIMATE 09/05/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 326,400.00 5,770,362.40 ADJUSTMENT OF COMPENSATION 0.00 193,220.27 EXTRA WORK 0.00 882,609.42 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 326,400.00 6,846,192.09 05 MOBILIZATION LS 450,000.0000 450,000.00 1.000 450,000.00 ORIGINAL CONTRACT AMOUNT 5,428,374.50 TOTAL WORK COMPLETED 326,400.00 7,296,192.09 MATERIALS ON HAND ON SITE 10,385.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 442,200.00 -224,000.00 TOTAL 768,600.00 7,082,577.09 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 09/30/08 339 30 120 0 98% 93% PROGRESS IS SATISFACTORY PER RE REQUEST OULAD-DAOUD, BRAHIM RESIDENT ENGINEER PROGRAM CAS145 DATE 09/05/08