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 09/22/06 EST. NO.05 TIME 06:17 AM R.E. NAME: HISHAM ALNATOUR 06-422304 --------------------------------------------------------------------------- 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 0046 678.66 E.W. @ F.A.(+) 062706 N 0046 0 0065 731.19 072106 N 0065 0 0067 1,100.60 072506 N 0067 0 0070 637.28 072806 N 0070 0 0071 665.51 080806 N 0071 0 0072 968.24 082406 N 0072 0 0073 855.40 082506 N 0073 0 0074 895.93 080706 N 0074 0 0075 717.08 080906 N 0075 0 0076 870.72 081006 N 0076 0 0077 1,480.27 081406 N 0077 0 0078 680.12 081706 N 0078 0 0079 532.25 081806 N 0079 0 0080 700.07 082106 N 0080 0 0081 811.82 082806 N 0081 0 0082 852.97 082906 N 0082 0 0083 503.51 083006 N 0083 0 0086 531.39 083106 N 0086 0 0087 908.74 090506 N 0087 0 0088 751.15 090606 N 0088 0 0091 601.15 082306 N 0091 0 005 0001 80,830.91 A.C. @ U.P.(+) 082006 N 0001 0 009 0001 1,517.20 E.W. @ F.A.(+) 073106 N ME1 0 0002 942.29 080106 N ME2 0 0003 1,731.66 080306 N ME3 0 0005 887.44 081106 N ME5 0 102,383.55 TOTAL THIS ESTIMATE 48,373.38 TOTAL PREVIOUS ESTIMATE 150,756.93 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 09/22/06 EST. NO.05 TIME 06:17 AM R.E. NAME: HISHAM ALNATOUR 06-422304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 02 MISS PYRL -10,000.00 04 0.00 -20,000.00 TOTAL DEDUCTIONS 0.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 09/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-422304 TIME 06:17 AM ESTIMATE NO. 05 BID OPENING 10/05/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 09/22/06 LOCATION PROGRESS ESTIMATE 06-KER-178-R7.5/13.4 ----------------- GRANITE CONSTRUCTION COMPANY IN KERN COUNTY IN BAKERSFIELD FROM P.O.BOX 5127 0.2 KM WEST OF MORNING DRIVE TO BAKERSFIELD, CA. 93388 3.0 KM EAST OF COTTONWOOD CREEK FED. AID NO. ACST-P178(58)E ,P-P178(58)E WIDEN AND RESURFACE 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 1,000.0000 1,000.00 0.040 40.00 0.750 750.00 02 TIME-RELATED OVERHEAD WDAY 2,000.0000 200,000.00 13.000 26,000.00 84.000 168,000.00 03 TEMPORARY FENCE (TYPE ESA) M 13.0000 780.00 40.000 520.00 04 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.750 1,500.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 71,000.0000 71,000.00 0.130 9,230.00 0.840 59,640.00 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,400.0000 3,400.00 0.000 0.00 07 CONSTRUCTION AREA SIGNS LS 6,910.0000 6,910.00 0.090 621.90 0.934 6,453.94 S) 08 TRAFFIC CONTROL SYSTEM LS 62,959.0000 62,959.00 0.130 8,184.67 0.840 52,885.56 S) 09 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,200.0000 25,200.00 0.130 3,276.00 0.840 21,168.00 S) 10 REMOVE METAL BEAM GUARD RAILING M 20.0000 1,900.00 280.000 5,600.00 S) 11 REMOVE CULVERT M 35.0000 27,300.00 724.100 25,343.50 12 REMOVE INLET EA 240.0000 1,680.00 6.000 1,440.00 13 REMOVE HEADWALL EA 170.0000 3,060.00 17.000 2,890.00 14 RECONSTRUCT METAL BEAM GUARD RAILING M 40.0000 14,800.00 0.000 0.00 S) 15 RECONSTRUCT TERMINAL SYSTEM (TYPE SRT) EA 1,200.0000 2,400.00 0.000 0.00 S) 16 RESET ROADSIDE SIGN EA 236.0000 3,068.00 3.000 708.00 3.000 708.00 17 RELOCATE MAILBOX EA 120.0000 720.00 0.000 0.00 18 RELOCATE HISTORICAL MARKER LS 1,700.0000 1,700.00 0.000 0.00 19 ADJUST INLET EA 1,620.0000 17,820.00 0.000 0.00 20 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.4000 4,774.00 16,540.000 23,156.00 16,825.000 23,555.00 S) 21 CLEARING AND GRUBBING LS 15,000.0000 15,000.00 0.100 1,500.00 1.000 15,000.00 22 ROADWAY EXCAVATION M3 28.0000 1,276,800.00 45,778.000 1,281,784.00 PROGRAM CAS145 PAGE 2 DATE 09/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-422304 TIME 06:17 AM ESTIMATE NO. 05 BID OPENING 10/05/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 09/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 0.850 850.00 0.850 850.00 24 STRAW (EROSION CONTROL) TONN 850.0000 13,600.00 8.950 7,607.50 S) 25 FIBER (EROSION CONTROL) KG 2.0000 4,800.00 1,343.300 2,686.60 S) 26 COMPOST (EROSION CONTROL) M3 160.0000 2,560.00 14.250 2,280.00 S) 27 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 850.0000 1,700.00 1.000 850.00 S) 28 PURE LIVE SEED (EROSION CONTROL) KG 118.0000 33,040.00 129.900 15,328.20 S) 29 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 5,400.00 2,071.000 2,071.00 S) 30 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 1,980.00 672.000 2,016.00 S) 31 CLASS 2 AGGREGATE BASE M3 43.0000 657,900.00 9,207.000 395,901.00 9,207.000 395,901.00 32 ASPHALT CONCRETE TONN 65.0000 2,476,500.00 8,405.750 546,373.75 45,784.920 2,976,019.80 33 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 90.0000 1,872,000.00 4,000.000 360,000.00 4,000.000 360,000.00 34 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 6.0000 25,800.00 0.000 0.00 35 ASPHALTIC EMULSION (PAINT BINDER) TONN 330.0000 27,060.00 19.900 6,567.00 36 CLASS 2 CONCRETE (BOX CULVERT) M3 1,145.0000 13,740.00 0.000 0.00 37 MINOR CONCRETE (MINOR STRUCTURE) M3 960.0000 46,080.00 22.450 21,552.00 F) 38 MINOR CONCRETE (BACKFILL) M3 181.0000 3,439.00 45.600 8,253.60 F) 39 BAR REINFORCING STEEL (BOX CULVERT) KG 3.0000 3,888.00 0.000 0.00 SF) 40 ROADSIDE SIGN - ONE POST EA 250.0000 250.00 0.000 0.00 41 450 MM ALTERNATIVE PIPE CULVERT M 108.0000 5,508.00 1.000 108.00 50.400 5,443.20 42 600 MM ALTERNATIVE PIPE CULVERT M 132.0000 40,920.00 304.500 40,194.00 43 750 MM ALTERNATIVE PIPE CULVERT M 165.0000 12,705.00 76.700 12,655.50 44 450 MM REINFORCED CONCRETE PIPE M 380.0000 102,600.00 270.900 102,942.00 (RUBBER GASKET JOINT) 45 600 MM REINFORCED CONCRETE PIPE M 420.0000 50,400.00 116.100 48,762.00 (RUBBER GASKET JOINT) 46 750 MM REINFORCED CONCRETE PIPE M 500.0000 18,500.00 18.500 9,250.00 (RUBBER GASKET JOINT) 47 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 165.0000 14,355.00 0.000 0.00 (2.01 MM THICK) 48 300 MM ENTRANCE TAPER EA 600.0000 4,800.00 0.000 0.00 49 900 MM CORRUGATED STEEL PIPE INLET M 990.0000 990.00 1.000 990.00 10.000 9,900.00 (3.51 MM THICK) PROGRAM CAS145 PAGE 3 DATE 09/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-422304 TIME 06:17 AM ESTIMATE NO. 05 BID OPENING 10/05/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 09/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 300 MM ALTERNATIVE FLARED END SECTION EA 220.0000 1,320.00 0.000 0.00 51 450 MM ALTERNATIVE FLARED END SECTION EA 268.0000 8,040.00 16.000 4,288.00 52 600 MM ALTERNATIVE FLARED END SECTION EA 330.0000 4,290.00 0.000 0.00 53 750 MM ALTERNATIVE FLARED END SECTION EA 575.0000 2,300.00 0.000 0.00 54 ROCK SLOPE PROTECTION TONN 101.0000 7,373.00 0.000 0.00 (BACKING NO. 2, METHOD B) 55 ROCK SLOPE PROTECTION FABRIC M2 2.2000 308.00 0.000 0.00 56 FRAME AND GRATE EA 270.0000 4,590.00 0.000 0.00 S) 57 DELINEATOR (CLASS 1) EA 47.0000 1,410.00 0.000 0.00 58 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 28,600.00 4.000 8,800.00 4.000 8,800.00 S) 59 THERMOPLASTIC PAVEMENT MARKING M2 30.0000 9,000.00 0.000 0.00 S) 60 THERMOPLASTIC TRAFFIC STRIPE M 0.6500 16,185.00 0.000 0.00 S) (SPRAYABLE) 61 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8500 12,920.00 0.000 0.00 S) 62 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 2,050.00 0.000 0.00 S) 63 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 320.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 64 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 7,800.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 65 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 8,855.00 0.000 0.00 S) 66 PAVEMENT MARKER EA 50.0000 2,700.00 0.000 0.00 S) (RETROREFLECTIVE-RECESSED) 67 MODIFY TRAFFIC MONITORING STATION LS 8,950.0000 8,950.00 0.000 0.00 S) 68 MODIFY SIGNAL LS 25,000.0000 25,000.00 0.000 0.00 S) 69 MODIFY LIGHTING LS 35,000.0000 35,000.00 0.369 12,915.00 0.830 29,050.00 S) PROGRAM CAS145 PAGE 4 DATE 09/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-422304 TIME 06:17 AM ESTIMATE NO. 05 BID OPENING 10/05/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 09/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,398,654.32 5,740,505.40 ADJUSTMENT OF COMPENSATION 80,830.91 98,746.57 EXTRA WORK 21,552.64 52,010.36 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,501,037.87 5,891,262.33 70 MOBILIZATION LS 609,100.0000 609,100.00 1.000 609,100.00 ORIGINAL CONTRACT AMOUNT 7,981,897.00 TOTAL WORK COMPLETED 1,501,037.87 6,500,362.33 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -20,000.00 TOTAL 1,501,037.87 6,480,362.33 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE PROGRAM 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 01/19/06 100 05/08/06 02/03/06 10/13/06 93 57 5 4 76% 85% PROGRESS IS SATISFACTORY HISHAM ALNATOUR RESIDENT ENGINEER PROGRAM CAS145 PAGE 15 DATE 09/22/06