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 03/15/07 EST. NO.28 TIME 01:16 PM R.E. NAME: ABOUZEDAN, RAAID 06-420304 --------------------------------------------------------------------------- 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 0208 227.95 E.W. @ F.A.(+) 090906 N 0193.0 0272 257.78 092406 Y 244655 0273 306.08 090605 Y 245059 0275 153.04 090705 N 111111 0276 306.08 090805 N 245068 0277 306.08 090905 N 245070 0279 256.10 091205 N 111120 0280 256.10 091205 N 245074 0281 213.51 110405 N RE 053 0282 180.40 060906 N RE 149 0283 231.80 072806 N RE 167 0285 344.96 080106 N RE 193 0286 161.73 101305 N RE 061 0287 75.62 092805 N RE#073 0288 381.79 072605 N RE#093 010 0022 5,763.26 E.W. @ F.A.(+) 071805 N 101630 0023 924.52 071805 Y 0253.0 0024 1,538.50 072505 Y 0255.0 0025 2,000.05 072005 Y 0256.0 0026 1,704.97 072105 Y 0257.0 0027 753.96 071805 Y 0258.0 0028 762.73 071905 Y 0259.0 0029 473.42 072505 Y 0260.0 0031 2,455.91 071905 Y 0254.1 0033 629.52 071805 Y 0339.0 0034 629.52 071905 Y 0340.0 0036 629.52 072005 Y 0341.0 0037 591.31 072105 Y 0342.0 0038 547.40 072505 Y 0343.0 0039 3,871.71 092805 N 110171 037 0004 38,859.25 E.W. @ F.A.(+) 080606 N 1 0 042 0012 430.26 E.W. @ F.A.(+) 051206 N 245027 0013 372.78 051506 N 245028 0014 372.78 051606 N 245029 0015 372.78 051706 N 245031 0016 372.78 051806 N 245032 0017 362.75 051906 N 245034 0018 362.75 052306 N 245035 0019 362.75 052406 N 245036 0020 362.75 052506 N 245038 0021 362.75 052606 N 245039 0022 490.11 060206 N 245040 0023 372.78 060506 N 245043 0024 372.78 060606 N 245044 0025 372.78 060706 N 245046 0026 372.78 060806 N 245047 0029 1,898.26 020706 N 245138 053 0001 3,200.00 A.C. @ L.S.(+) 031207 N 456235 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 03/15/07 EST. NO.28 TIME 01:16 PM R.E. NAME: ABOUZEDAN, RAAID 06-420304 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 76,609.19 TOTAL THIS ESTIMATE 2,105,276.37 TOTAL PREVIOUS ESTIMATE 2,181,885.56 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 03/15/07 EST. NO.28 TIME 01:16 PM R.E. NAME: ABOUZEDAN, RAAID 06-420304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE OPENING 9-19-05 -5,800.00 08 LATE OPEN 10-18-05 -2,900.00 09 LATE 6-13-06 10 MINS -2,900.00 19 LATE 7-11-06 20 MINS -5,800.00 19 0.00 -17,400.00 LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 02 MISS PYRL -10,000.00 03 MISS PYRL -10,000.00 04 MISS PYRL RECD #2 10,000.00 06 MISS PYRL #3 RECD 10,000.00 10 MISS PYRL -10,000.00 12 RECD MISS PYRL #12 10,000.00 14 MISS PYRL RECD #4 10,000.00 15 MISS PYRL -4,936.39 17 MISS PYRL -10,000.00 18 MISS PYRL -10,000.00 19 MISS PYRL -10,000.00 21 MISS PYRL -10,000.00 22 RECD PYRL 44,936.39 25 0.00 0.00 OTHER OUTSTANDING DOCUMENTS MISS CEM2402, FHWA47 -10,000.00 22 RECD CEM2402, FHWA47 10,000.00 25 0.00 0.00 TOTAL DEDUCTIONS 0.00 -17,400.00 PROGRAM CAS145 PAGE 1 DATE 03/15/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-420304 TIME 01:16 PM ESTIMATE NO. 28 BID OPENING 12/15/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/28/06 R.E. NAME: ABOUZEDAN, RAAID DATE OF THIS ESTIMATE 03/15/07 LOCATION SEMI-FINAL ESTIMATE 06-FRE-99-10.7/15.9 ------------------- F C I CONSTRUCTORS, INC. IN FRESNO COUNTY IN AND NEAR FOWLER FROM 0.7 KM SOUTH OF MERCED STREET UNDERCROSSING TO 0.1 KM NORTH OF CENTRAL AVENUE OVERCROSSING FED. AID NO. ACNH-P099(464)E ASPHALT CONCRETE OVERLAY ------------------------------------------------------------------------------------------------------------------------------------ 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 7,500.0000 7,500.00 1.000 7,500.00 02 TIME-RELATED OVERHEAD LS 700,000.0000 700,000.00 1.000 700,000.00 03 TEMPORARY FENCE (TYPE ESA) M 15.0000 20,250.00 1,833.000 27,495.00 S) 04 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 1.000 50,000.00 06 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.590 11,800.00 S) 07 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 1.000 500,000.00 S) 08 TYPE III BARRICADE EA 300.0000 7,200.00 24.000 7,200.00 S) 09 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.6000 102,120.00 597.000 2,746.20 S) 10 TEMPORARY PAVEMENT MARKING (TAPE) M2 75.0000 6,150.00 0.000 0.00 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 21,750.00 108.000 2,700.00 S) 12 TEMPORARY PAVEMENT MARKER EA 5.0000 8,350.00 0.000 0.00 S) 13 PORTABLE CHANGEABLE MESSAGE SIGN LS 40,000.0000 40,000.00 1.000 40,000.00 S) 14 TEMPORARY RAILING (TYPE K) M 45.0000 229,500.00 3,172.800 142,776.00 S) 15 TEMPORARY CRASH CUSHION MODULE EA 250.0000 72,500.00 178.000 44,500.00 S) 16 REMOVE METAL BEAM GUARD RAILING M 25.0000 3,500.00 434.820 10,870.50 S) 17 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 15.0000 9,300.00 620.000 9,300.00 S) STRIPE 18 REMOVE TRAFFIC STRIPE M 3.0000 3,120.00 239.430 718.29 S) 19 REMOVE PAVEMENT MARKER EA 3.0000 390.00 21.000 63.00 S) 20 REMOVE ROADSIDE SIGN EA 50.0000 450.00 9.000 450.00 21 REMOVE ASPHALT CONCRETE DIKE M 8.0000 112,800.00 14,740.000 117,920.00 22 REMOVE ASPHALT CONCRETE SURFACING M2 15.0000 53,640.00 3,590.000 53,850.00 PROGRAM CAS145 PAGE 2 DATE 03/15/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-420304 TIME 01:16 PM ESTIMATE NO. 28 BID OPENING 12/15/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/28/06 R.E. NAME: ABOUZEDAN, RAAID DATE OF THIS ESTIMATE 03/15/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 SALVAGE METAL BRIDGE RAILING M 20.0000 11,260.00 563.000 11,260.00 24 RECONSTRUCT THRIE BEAM BARRIER M 60.0000 13,800.00 312.910 18,774.60 S) 25 RECONSTRUCT METAL BEAM GUARD RAILING M 60.0000 16,200.00 211.350 12,681.00 S) 26 RECONSTRUCT TERMINAL SYSTEM (TYPE SRT) EA 1,300.0000 6,500.00 7.000 9,100.00 S) 27 RECONSTRUCT TERMINAL ANCHOR ASSEMBLY EA 750.0000 3,750.00 0.000 0.00 S) (TYPE SFT) 28 RESET ROADSIDE SIGN EA 600.0000 5,400.00 9.000 5,400.00 29 ADJUST MONUMENT TO GRADE EA 700.0000 3,500.00 0.000 0.00 30 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.0000 71,600.00 67,501.310 67,501.31 S) 31 CLEAN BRIDGE DECK M2 7.0000 25,032.00 4,199.440 29,396.08 32 BRIDGE REMOVAL (PORTION), LOCATION A LS 75,000.0000 75,000.00 1.000 75,000.00 33 BRIDGE REMOVAL (PORTION), LOCATION B LS 50,000.0000 50,000.00 1.000 50,000.00 34 CLEARING AND GRUBBING LS 90,000.0000 90,000.00 1.000 90,000.00 35 ROADWAY EXCAVATION M3 58.0000 519,100.00 7,655.140 443,998.12 36 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 37 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 25,700.00 514.000 25,700.00 F) 38 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 26,200.00 290.040 29,004.00 F) 39 HIGHWAY PLANTING LS 15,000.0000 15,000.00 0.000 0.00 S) 40 PRUNE EXISTING PLANTS LS 20,000.0000 20,000.00 1.000 20,000.00 S) 41 STRAW (EROSION CONTROL) TONN 1,500.0000 12,000.00 7.840 11,760.00 S) 42 FIBER (EROSION CONTROL) KG 2.0000 1,320.00 660.000 1,320.00 S) 43 EROSION CONTROL (MULCH) M3 35.0000 28,350.00 992.000 34,720.00 S) 44 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 800.0000 4,000.00 2.000 1,600.00 S) 45 PURE LIVE SEED (EROSION CONTROL) KG 100.0000 3,300.00 33.000 3,300.00 S) 46 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 4.0000 680.00 170.000 680.00 S) 47 STABILIZING EMULSION (EROSION CONTROL) KG 10.0000 1,600.00 157.000 1,570.00 S) 48 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.000 0.00 S) 49 MAINTAIN EXISTING IRRIGATION FACILITIES LS 10,000.0000 10,000.00 1.000 10,000.00 S) PROGRAM CAS145 PAGE 3 DATE 03/15/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-420304 TIME 01:16 PM ESTIMATE NO. 28 BID OPENING 12/15/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/28/06 R.E. NAME: ABOUZEDAN, RAAID DATE OF THIS ESTIMATE 03/15/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 IRRIGATION SYSTEM LS 24,000.0000 24,000.00 1.000 24,000.00 S) 51 300 MM CORRUGATED HIGH DENSITY M 120.0000 7,800.00 71.000 8,520.00 S) POLYETHYLENE PIPE CONDUIT 52 150 MM WELDED STEEL PIPE CONDUIT M 200.0000 8,400.00 35.600 7,120.00 S) (6.35 MM THICK) 53 300 MM WELDED STEEL PIPE CONDUIT M 250.0000 18,000.00 72.000 18,000.00 S) (6.35 MM THICK) 54 CLASS 2 AGGREGATE BASE M3 60.0000 421,800.00 6,928.760 415,725.60 55 AGGREGATE BASE (APPROACH SLAB) M3 300.0000 19,500.00 34.220 10,266.00 56 ASPHALT CONCRETE (TYPE A) TONN 61.0000 3,617,300.00 65,014.896 3,965,908.66 57 PAVING ASPHALT (BINDER-PAVEMENT TONN 110.0000 28,600.00 154.370 16,980.70 REINFORCING FABRIC) 58 PAVEMENT REINFORCING FABRIC M2 1.1500 189,750.00 149,231.800 171,616.57 59 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 85.0000 38,250.00 865.000 73,525.00 AREA) 60 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.0000 1,000.00 250.000 1,000.00 61 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 33,520.00 8,380.000 33,520.00 62 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 288.00 121.000 484.00 63 SHOULDER RUMBLE STRIP STA 80.0000 17,600.00 260.290 20,823.20 (AC, ROLLED-IN INDENTATIONS) 64 SHOULDER RUMBLE STRIP STA 100.0000 7,400.00 24.080 2,408.00 (AC, GROUND-IN INDENTATIONS) 65 ASPHALTIC EMULSION (PAINT BINDER) TONN 200.0000 102,000.00 93.840 18,768.00 66 REPLACE CONCRETE PAVEMENT M3 715.0000 2,288,000.00 3,696.344 2,642,885.96 (RAPID STRENGTH CONCRETE) 67 CRACK EXISTING CONCRETE PAVEMENT M2 0.9500 130,150.00 179,292.000 170,327.40 68 SAWCUT CONCRETE PAVEMENT (230 MM) M 13.0000 7,540.00 3,734.452 48,547.88 69 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 350.0000 243,600.00 696.000 243,600.00 PILING 70 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 56,000.00 140.000 56,000.00 F) 71 STRUCTURAL CONCRETE, BRIDGE M3 1,155.0000 911,295.00 779.000 899,745.00 F) 72 STRUCTURAL CONCRETE, APPROACH SLAB M3 915.0000 167,445.00 45.040 41,211.60 F) (TYPE R) 73 MINOR CONCRETE (MINOR STRUCTURE) M3 2,500.0000 50,000.00 25.180 62,950.00 F) 74 PAVING NOTCH EXTENSION M3 4,000.0000 16,000.00 0.500 2,000.00 75 DRILL AND BOND DOWEL M 75.0000 11,925.00 105.560 7,917.00 76 FURNISH PRECAST PRESTRESSED CONCRETE EA 6,000.0000 120,000.00 20.000 120,000.00 S) GIRDER (10 M - 15 M) PROGRAM CAS145 PAGE 4 DATE 03/15/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-420304 TIME 01:16 PM ESTIMATE NO. 28 BID OPENING 12/15/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/28/06 R.E. NAME: ABOUZEDAN, RAAID DATE OF THIS ESTIMATE 03/15/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,900.0000 79,000.00 10.000 79,000.00 S) GIRDER (15 M - 20 M) 78 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,900.0000 49,500.00 5.000 49,500.00 S) GIRDER (20 M - 25 M) 79 ERECT PRECAST PRESTRESSED CONCRETE EA 1,700.0000 59,500.00 35.000 59,500.00 S) GIRDER 80 JOINT SEAL (MR 30 MM) M 130.0000 16,380.00 271.000 35,230.00 S) 81 JOINT SEAL (MR 15 MM) M 100.0000 8,500.00 0.000 0.00 S) 82 BAR REINFORCING STEEL (BRIDGE) KG 1.9100 303,117.00 157,697.800 301,202.80 SF) 83 TREAT BRIDGE DECK M2 5.0000 17,880.00 4,199.440 20,997.20 F) 84 FURNISH BRIDGE DECK TREATMENT MATERIAL L 18.0000 25,704.00 1,919.000 34,542.00 (LOW ODOR) 85 ROADSIDE SIGN - ONE POST EA 200.0000 1,800.00 9.000 1,800.00 86 SIGN POST SUPPORT SYSTEM EA 500.0000 4,500.00 0.000 0.00 87 450 MM REINFORCED CONCRETE PIPE M 400.0000 15,600.00 34.180 13,672.00 88 600 MM REINFORCED CONCRETE PIPE M 425.0000 21,250.00 44.400 18,870.00 89 300 MM CORRUGATED STEEL PIPE M 600.0000 12,600.00 18.000 10,800.00 (2.01 MM THICK) 90 450 MM CORRUGATED STEEL PIPE M 600.0000 9,600.00 18.300 10,980.00 (2.01 MM THICK) 91 450 MM CORRUGATED STEEL PIPE M 600.0000 13,200.00 33.100 19,860.00 (2.77 MM THICK) 92 600 MM CORRUGATED STEEL PIPE M 300.0000 10,500.00 29.300 8,790.00 (2.77 MM THICK) 93 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 400.0000 17,200.00 36.500 14,600.00 (2.01 MM THICK) 94 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 450.0000 3,150.00 7.000 3,150.00 (2.77 MM THICK) 95 450 MM STEEL FLARED END SECTION EA 1,500.0000 6,000.00 4.000 6,000.00 96 600 MM STEEL FLARED END SECTION EA 1,700.0000 1,700.00 1.000 1,700.00 97 450 MM ALTERNATIVE FLARED END SECTION EA 2,000.0000 6,000.00 3.000 6,000.00 98 ROCK SLOPE PROTECTION M3 1,650.0000 9,900.00 5.400 8,910.00 (BACKING NO. 2, METHOD B) 99 SLOPE PAVING (CONCRETE) M3 550.0000 143,000.00 259.010 142,455.50 00 SLOPE PAVING (CONCRETE, TEXTURED PAVING) M2 130.0000 96,200.00 579.560 75,342.80 01 ROCK SLOPE PROTECTION FABRIC M2 30.0000 1,500.00 45.000 1,350.00 02 MINOR CONCRETE (MISCELLANEOUS M3 750.0000 35,250.00 70.190 52,642.50 CONSTRUCTION) 03 MINOR CONCRETE (TEXTURED PAVING) M2 68.0000 159,120.00 2,308.800 156,998.40 PROGRAM CAS145 PAGE 5 DATE 03/15/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-420304 TIME 01:16 PM ESTIMATE NO. 28 BID OPENING 12/15/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/28/06 R.E. NAME: ABOUZEDAN, RAAID DATE OF THIS ESTIMATE 03/15/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 MISCELLANEOUS IRON AND STEEL KG 5.0000 13,320.00 3,067.000 15,335.00 SF) 05 DELINEATOR (CLASS 1) EA 35.0000 8,750.00 164.000 5,740.00 06 METAL BEAM GUARD RAILING (STEEL POST) M 220.0000 7,920.00 57.150 12,573.00 S) 07 TERMINAL CONNECTOR (THRIE BEAM BARRIER) EA 500.0000 2,000.00 4.000 2,000.00 S) 08 TERMINAL SECTION (TYPE B) EA 300.0000 1,200.00 9.000 2,700.00 S) 09 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 26,400.00 9.000 19,800.00 S) 10 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 400.0000 3,200.00 8.000 3,200.00 S) 11 CONCRETE BARRIER (TYPE 60A) M 250.0000 36,000.00 144.000 36,000.00 F) 12 CONCRETE BARRIER (TYPE 736) M 250.0000 70,500.00 282.000 70,500.00 F) 13 CONCRETE BARRIER (TYPE 736 B MODIFIED) M 550.0000 638,000.00 1,113.600 612,480.00 14 PROFILED THERMOPLASTIC TRAFFIC STRIPE M 4.2000 73,500.00 0.000 0.00 S) 15 THERMOPLASTIC PAVEMENT MARKING M2 36.0000 5,400.00 141.890 5,108.04 S) 16 THERMOPLASTIC TRAFFIC STRIPE M 0.8000 20,560.00 40,672.000 32,537.60 S) (SPRAYABLE) 17 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 1,920.00 1,725.000 6,900.00 S) 18 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7000 19,600.00 28,817.000 20,171.90 S) (BROKEN 10.98 M - 3.66 M) 19 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 590.00 223.000 223.00 S) (BROKEN 5.18 M - 2.14 M) 20 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 1,320.00 192.000 576.00 S) 21 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 17,160.00 4,091.000 16,364.00 S) 22 MODIFY LIGHTING LS 280,000.0000 280,000.00 1.000 280,000.00 S) 23 COMMUNICATION CONDUIT LS 470,000.0000 470,000.00 1.000 470,000.00 S) 24 TRAFFIC MONITORING STATION LS 50,000.0000 50,000.00 1.000 50,000.00 S) PROGRAM CAS145 PAGE 6 DATE 03/15/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-420304 TIME 01:16 PM ESTIMATE NO. 28 BID OPENING 12/15/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/28/06 R.E. NAME: ABOUZEDAN, RAAID DATE OF THIS ESTIMATE 03/15/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 14,572,606.41 ADJUSTMENT OF COMPENSATION 3,200.00 1,567,779.47 EXTRA WORK 73,409.19 614,106.09 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 76,609.19 16,754,491.97 25 MOBILIZATION LS 1005,000.0000 1,005,000.00 1.000 1,005,000.00 ORIGINAL CONTRACT AMOUNT 15,439,966.00 TOTAL WORK COMPLETED 76,609.19 17,759,491.97 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -17,400.00 TOTAL 76,609.19 17,742,091.97 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 01/13/05 236 03/14/05 01/28/05 09/28/06 239 178 63 0 100% 100% ABOUZEDAN, RAAID RESIDENT ENGINEER PROGRAM CAS145 DATE 03/15/07