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 11/30/06 EST. NO.09 TIME 07:12 AM R.E. NAME: HADDADIN, HAIDAR 06-497404 --------------------------------------------------------------------------- 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 0065 527.87 E.W. @ F.A.(+) 080306 N 065 0 0070 464.95 081006 N 070 0 0074 666.54 081706 N 074 0 0084 455.49 080206 N 084 0 0085 351.08 072806 N 085 0 0086 230.90 092606 N 086 0 0087 246.78 092806 N 087 0 0088 246.78 092906 N 088 0 004 0005 567.68 E.W. @ F.A.(+) 082806 N 005 0 005 0003 56.22 A.C. @ U.P.(+) 112206 N 102345 3,814.29 TOTAL THIS ESTIMATE 102,508.96 TOTAL PREVIOUS ESTIMATE 106,323.25 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 11/30/06 EST. NO.09 TIME 07:12 AM R.E. NAME: HADDADIN, HAIDAR 06-497404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUTSIDE INSPECTION -5,000.00 07 MISS CEM 2025 -10,000.00 09 -10,000.00 -15,000.00 LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 04 MISS PYRL -10,000.00 05 RECD PYRL #4 & 5 20,000.00 06 MISS PYRL -10,000.00 07 MISS PYRL -10,000.00 08 MISS PYRL -4,720.91 09 -4,720.91 -24,720.91 OTHER OUTSTANDING DOCUMENTS MISS CEM2402, FHWA47 -10,000.00 09 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -24,720.91 -49,720.91 PROGRAM CAS145 PAGE 1 DATE 11/30/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-497404 TIME 07:12 AM ESTIMATE NO. 09 BID OPENING 07/06/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/14/06 R.E. NAME: HADDADIN, HAIDAR DATE OF THIS ESTIMATE 11/30/06 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 06-FRE-198-14.9/26.8 ---------------------------------- LEE'S PAVING INC. IN FRESNO COUNTY NEAR HARRIS RANCH 1212 N. PLAZA DRIVE ABOUT 22 KM EAST COALINGA AT ROUTE VISALIA, CA 93291 5 AND 198 SEPARATION FED. AID NO. ACST-X019(19)N ,PH-X019(19)N CONSTRUCT TWO LOOP ON RAMP ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PREPARE STORM WATER POLLUTION LS 1,850.0000 1,850.00 1.000 1,850.00 PREVENTION PLAN 02 WATER POLLUTION CONTROL LS 100,000.0000 100,000.00 1.000 100,000.00 03 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,700.0000 2,700.00 2.000 5,400.00 04 TEMPORARY CONSTRUCTION ENTRANCE EA 41,000.0000 82,000.00 3.000 123,000.00 05 CONSTRUCTION AREA SIGNS LS 13,432.0000 13,432.00 0.100 1,343.20 1.000 13,432.00 S) 06 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.100 15,000.00 1.000 150,000.00 S) 07 TYPE III BARRICADE EA 100.0000 600.00 6.000 600.00 6.000 600.00 S) 08 TEMPORARY TRAFFIC STRIPE (TAPE) M 6.8800 18,438.40 2,390.000 16,443.20 S) 09 CHANNELIZER (SURFACE MOUNTED) EA 60.0000 3,720.00 42.000 2,520.00 S) 10 TEMPORARY PAVEMENT MARKER EA 7.0400 1,126.40 158.000 1,112.32 S) 11 PORTABLE CHANGEABLE MESSAGE SIGN LS 36,000.0000 36,000.00 0.100 3,600.00 1.000 36,000.00 S) 12 TEMPORARY RAILING (TYPE K) M 55.0000 119,900.00 2,189.200 120,406.00 13 TEMPORARY CRASH CUSHION MODULE EA 175.0000 3,850.00 22.000 3,850.00 S) 14 ABANDON CULVERT EA 1,850.0000 3,700.00 2.000 3,700.00 15 OBLITERATE SURFACING M2 12.0000 5,760.00 476.000 5,712.00 16 REMOVE FLARED END SECTION EA 700.0000 4,200.00 3.000 2,100.00 6.000 4,200.00 17 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 11.5800 13,085.40 1,144.000 13,247.52 S) STRIPE 18 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.1500 1,165.50 286.000 900.90 S) 19 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 26.3195 107.91 4.080 107.38 4.080 107.38 S) 20 REMOVE PAVEMENT MARKER EA 1.8300 292.80 158.000 289.14 S) 21 REMOVE ROADSIDE SIGN EA 125.0000 750.00 2.000 250.00 6.000 750.00 22 REMOVE ASPHALT CONCRETE DIKE M 17.0000 7,820.00 477.730 8,121.41 PROGRAM CAS145 PAGE 2 DATE 11/30/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-497404 TIME 07:12 AM ESTIMATE NO. 09 BID OPENING 07/06/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/14/06 R.E. NAME: HADDADIN, HAIDAR DATE OF THIS ESTIMATE 11/30/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE DOWNDRAIN EA 550.0000 2,200.00 5.000 2,750.00 24 SALVAGE METAL BEAM GUARD RAILING M 26.0000 16,640.00 632.460 16,443.96 S) 25 RESET ROADSIDE SIGN EA 225.0000 1,350.00 6.000 1,350.00 26 RELOCATE ROADSIDE SIGN EA 225.0000 900.00 2.000 450.00 4.000 900.00 27 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 43.5000 8,700.00 167.660 7,293.21 28 CLEARING AND GRUBBING LS 4,000.0000 4,000.00 1.000 4,000.00 29 ROADWAY EXCAVATION M3 30.5000 329,400.00 9,065.500 276,497.75 30 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000.00 31 SAND BACKFILL M3 65.0000 2,015.00 29.053 1,888.45 32 DITCH EXCAVATION M3 25.0000 3,000.00 116.000 2,900.00 116.000 2,900.00 33 IMPORTED BORROW M3 19.0000 1,031,700.00 50,128.810 952,447.39 34 EROSION CONTROL (BLANKET) M2 3.2000 2,240.00 883.460 2,827.07 883.460 2,827.07 S) 35 STRAW (EROSION CONTROL) TONN 460.0000 5,060.00 10.530 4,843.80 10.530 4,843.80 S) 36 FIBER (EROSION CONTROL) KG 1.0000 3,870.00 3,990.000 3,990.00 3,990.000 3,990.00 S) 37 FIBER ROLLS M 7.8000 5,616.00 777.240 6,062.47 777.240 6,062.47 S) 38 PURE LIVE SEED (EROSION CONTROL) KG 80.0000 1,680.00 20.960 1,676.80 20.960 1,676.80 S) (TYPE 1) 39 PURE LIVE SEED (EROSION CONTROL) KG 136.0000 4,488.00 32.850 4,467.60 32.850 4,467.60 S) (TYPE 2) 40 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 930.00 930.000 930.00 930.000 930.00 S) 41 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 2,790.00 930.000 2,790.00 930.000 2,790.00 S) 42 CLASS 2 AGGREGATE SUBBASE M3 52.0000 203,320.00 -96.040 -4,994.08 3,765.610 195,811.72 43 CLASS 2 AGGREGATE BASE M3 54.0000 316,980.00 -258.100 -13,937.40 5,305.980 286,522.92 44 ASPHALT CONCRETE (TYPE A) TONN 70.0000 714,000.00 -200.000 -14,000.00 10,655.147 745,860.29 45 PLACE ASPHALT CONCRETE DIKE M 4.2500 6,375.00 316.380 1,344.62 1,847.760 7,852.98 46 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 132.0000 4,620.00 53.100 7,009.20 AREA) 47 ASPHALTIC EMULSION (PAINT BINDER) TONN 755.0000 10,570.00 25.230 19,048.65 27.625 20,856.88 48 ROADSIDE SIGN - ONE POST EA 225.0000 8,100.00 33.000 7,425.00 49 ROADSIDE SIGN - TWO POST EA 500.0000 1,000.00 2.000 1,000.00 PROGRAM CAS145 PAGE 3 DATE 11/30/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-497404 TIME 07:12 AM ESTIMATE NO. 09 BID OPENING 07/06/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/14/06 R.E. NAME: HADDADIN, HAIDAR DATE OF THIS ESTIMATE 11/30/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 600 MM REINFORCED CONCRETE PIPE M 244.0000 16,836.00 69.000 16,836.00 51 750 MM REINFORCED CONCRETE PIPE M 307.0000 10,745.00 1.500 460.50 34.200 10,499.40 52 JACKED 750 MM REINFORCED CONCRETE PIPE M 1,345.0000 59,180.00 43.200 58,104.00 53 150 MM CORRUGATED STEEL PIPE DOWNDRAIN M 175.0000 5,950.00 29.340 5,134.50 (2.01 MM THICK) 54 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 200.0000 2,800.00 13.600 2,720.00 (2.01 MM THICK) 55 300 MM ENTRANCE TAPER EA 300.0000 600.00 2.000 600.00 56 300 MM STEEL FLARED END SECTION EA 300.0000 600.00 2.000 600.00 57 600 MM CONCRETE FLARED END SECTION EA 500.0000 3,000.00 6.000 3,000.00 58 750 MM CONCRETE FLARED END SECTION EA 600.0000 5,400.00 9.000 5,400.00 59 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 450.0000 9,000.00 20.000 9,000.00 60 ROCK SLOPE PROTECTION FABRIC M2 4.0000 272.00 53.510 214.04 61 MINOR CONCRETE (CURB) M 45.0000 3,015.00 62.780 2,825.10 62 MINOR CONCRETE (TEXTURED PAVING) M2 50.0000 6,000.00 28.800 1,440.00 95.600 4,780.00 63 DELINEATOR (CLASS 1) EA 50.0000 7,000.00 5.000 250.00 76.000 3,800.00 64 OBJECT MARKER (TYPE K) EA 50.0000 300.00 6.000 300.00 6.000 300.00 65 METAL BEAM GUARD RAILING (STEEL POST) EA 63.0000 24,570.00 426.720 26,883.36 S) 66 TRANSITION RAILING (TYPE WB) EA 2,650.0000 10,600.00 2.000 5,300.00 S) 67 TERMINAL SYSTEM (TYPE ET) EA 2,400.0000 4,800.00 2.000 4,800.00 S) 68 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 11,000.00 5.000 11,000.00 S) 69 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 3,000.00 5.000 3,000.00 S) 70 CRASH CUSHION (TYPE CAT) EA 5,400.0000 10,800.00 2.000 10,800.00 S) 71 CRASH CUSHION (TYPE CAT) BACKUP EA 400.0000 800.00 2.000 800.00 S) 72 THERMOPLASTIC PAVEMENT MARKING M2 85.2000 7,242.00 39.420 3,358.58 86.160 7,340.83 S) 73 THERMOPLASTIC TRAFFIC STRIPE M 0.7600 5,190.80 8,105.000 6,159.80 S) (SPRAYABLE) 74 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.4800 542.40 1,155.000 554.40 S) (BROKEN 10.98 M - 3.66 M) 75 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 195.00 352.000 176.00 S) (BROKEN 5.18 M - 2.14 M) 76 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.4600 4,177.60 509.000 3,797.14 S) PROGRAM CAS145 PAGE 4 DATE 11/30/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-497404 TIME 07:12 AM ESTIMATE NO. 09 BID OPENING 07/06/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/14/06 R.E. NAME: HADDADIN, HAIDAR DATE OF THIS ESTIMATE 11/30/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 SIGNAL AND LIGHTING (LOCATION 1) LS 147,225.0000 147,225.00 0.900 132,502.50 S) 78 SIGNAL AND LIGHTING (LOCATION 2) LS 151,700.0000 151,700.00 0.950 144,115.00 S) 79 MODIFY LIGHTING LS 135,427.0000 135,427.00 0.900 121,884.30 S) PROGRAM CAS145 PAGE 5 DATE 11/30/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-497404 TIME 07:12 AM ESTIMATE NO. 09 BID OPENING 07/06/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/14/06 R.E. NAME: HADDADIN, HAIDAR DATE OF THIS ESTIMATE 11/30/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 47,209.19 3,781,965.73 ADJUSTMENT OF COMPENSATION 56.22 35,635.98 EXTRA WORK 3,758.07 70,687.27 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 51,023.48 3,888,288.98 80 MOBILIZATION LS 250,000.0000 250,000.00 1.000 250,000.00 ORIGINAL CONTRACT AMOUNT 4,161,010.21 TOTAL WORK COMPLETED 51,023.48 4,138,288.98 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -24,720.91 -49,720.91 TOTAL 26,302.57 4,088,568.07 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 12/15/05 120 03/13/06 01/18/06 11/14/06 124 83 4 0 100% 100% HADDADIN, HAIDAR RESIDENT ENGINEER PROGRAM CAS145 DATE 11/30/06