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 10/24/06 EST. NO.08 TIME 06:38 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 0061 57.73 E.W. @ F.A.(+) 072406 N 061 0 0062 57.73 072506 N 062 0 0063 537.92 072606 N 063 0 0064 421.11 080106 N 064 0 0066 584.12 080706 N 066 0 0068 506.57 080806 N 068 0 0069 541.29 080906 N 069 0 0071 693.96 081406 N 071 0 0073 541.29 081606 N 073 0 0075 404.08 081806 N 075 0 0076 468.11 082106 N 076 0 0077 461.80 091106 N 077 0 0078 690.17 091206 N 078 0 0079 461.80 091306 N 079 0 0080 690.17 091506 N 080 0 0081 458.64 091806 N 081 0 0082 348.72 091906 N 082 0 0083 326.98 090506 N 083 0 8,252.19 TOTAL THIS ESTIMATE 94,256.77 TOTAL PREVIOUS ESTIMATE 102,508.96 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 10/24/06 EST. NO.08 TIME 06:38 AM R.E. NAME: HADDADIN, HAIDAR 06-497404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUTSIDE INSPECTION -5,000.00 07 0.00 -5,000.00 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 -10,000.00 -20,000.00 TOTAL DEDUCTIONS -10,000.00 -25,000.00 PROGRAM CAS145 PAGE 1 DATE 10/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-497404 TIME 06:38 AM ESTIMATE NO. 08 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 10/20/06 R.E. NAME: HADDADIN, HAIDAR DATE OF THIS ESTIMATE 10/24/06 LOCATION PROGRESS ESTIMATE 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 0.250 462.50 1.000 1,850.00 PREVENTION PLAN 02 WATER POLLUTION CONTROL LS 100,000.0000 100,000.00 0.075 7,500.00 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 0.900 12,088.80 S) 06 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.900 135,000.00 S) 07 TYPE III BARRICADE EA 100.0000 600.00 0.000 0.00 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 0.900 32,400.00 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 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 0.000 0.00 S) 20 REMOVE PAVEMENT MARKER EA 1.8300 292.80 158.000 289.14 S) 21 REMOVE ROADSIDE SIGN EA 125.0000 750.00 4.000 500.00 22 REMOVE ASPHALT CONCRETE DIKE M 17.0000 7,820.00 477.730 8,121.41 PROGRAM CAS145 PAGE 2 DATE 10/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-497404 TIME 06:38 AM ESTIMATE NO. 08 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 10/20/06 R.E. NAME: HADDADIN, HAIDAR DATE OF THIS ESTIMATE 10/24/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 6.000 1,350.00 26 RELOCATE ROADSIDE SIGN EA 225.0000 900.00 2.000 450.00 2.000 450.00 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 0.000 0.00 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 0.000 0.00 S) 35 STRAW (EROSION CONTROL) TONN 460.0000 5,060.00 0.000 0.00 S) 36 FIBER (EROSION CONTROL) KG 1.0000 3,870.00 0.000 0.00 S) 37 FIBER ROLLS M 7.8000 5,616.00 0.000 0.00 S) 38 PURE LIVE SEED (EROSION CONTROL) KG 80.0000 1,680.00 0.000 0.00 S) (TYPE 1) 39 PURE LIVE SEED (EROSION CONTROL) KG 136.0000 4,488.00 0.000 0.00 S) (TYPE 2) 40 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 930.00 0.000 0.00 S) 41 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 2,790.00 0.000 0.00 S) 42 CLASS 2 AGGREGATE SUBBASE M3 52.0000 203,320.00 3,861.650 200,805.80 43 CLASS 2 AGGREGATE BASE M3 54.0000 316,980.00 5,564.080 300,460.32 44 ASPHALT CONCRETE (TYPE A) TONN 70.0000 714,000.00 250.584 17,540.88 10,855.147 759,860.29 45 PLACE ASPHALT CONCRETE DIKE M 4.2500 6,375.00 316.380 1,344.62 1,531.380 6,508.37 46 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 132.0000 4,620.00 53.100 7,009.20 53.100 7,009.20 AREA) 47 ASPHALTIC EMULSION (PAINT BINDER) TONN 755.0000 10,570.00 2.395 1,808.23 48 ROADSIDE SIGN - ONE POST EA 225.0000 8,100.00 33.000 7,425.00 33.000 7,425.00 49 ROADSIDE SIGN - TWO POST EA 500.0000 1,000.00 2.000 1,000.00 2.000 1,000.00 PROGRAM CAS145 PAGE 3 DATE 10/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-497404 TIME 06:38 AM ESTIMATE NO. 08 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 10/20/06 R.E. NAME: HADDADIN, HAIDAR DATE OF THIS ESTIMATE 10/24/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 32.700 10,038.90 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 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 13.600 2,720.00 (2.01 MM THICK) 55 300 MM ENTRANCE TAPER EA 300.0000 600.00 2.000 600.00 2.000 600.00 56 300 MM STEEL FLARED END SECTION EA 300.0000 600.00 2.000 600.00 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 20.000 9,000.00 60 ROCK SLOPE PROTECTION FABRIC M2 4.0000 272.00 53.510 214.04 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 66.800 3,340.00 66.800 3,340.00 63 DELINEATOR (CLASS 1) EA 50.0000 7,000.00 71.000 3,550.00 71.000 3,550.00 64 OBJECT MARKER (TYPE K) EA 50.0000 300.00 0.000 0.00 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 46.740 3,982.25 46.740 3,982.25 S) 73 THERMOPLASTIC TRAFFIC STRIPE M 0.7600 5,190.80 8,105.000 6,159.80 8,105.000 6,159.80 S) (SPRAYABLE) 74 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.4800 542.40 1,155.000 554.40 1,155.000 554.40 S) (BROKEN 10.98 M - 3.66 M) 75 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 195.00 352.000 176.00 352.000 176.00 S) (BROKEN 5.18 M - 2.14 M) 76 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.4600 4,177.60 509.000 3,797.14 509.000 3,797.14 S) PROGRAM CAS145 PAGE 4 DATE 10/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-497404 TIME 06:38 AM ESTIMATE NO. 08 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 10/20/06 R.E. NAME: HADDADIN, HAIDAR DATE OF THIS ESTIMATE 10/24/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.150 22,083.75 0.900 132,502.50 S) 78 SIGNAL AND LIGHTING (LOCATION 2) LS 151,700.0000 151,700.00 0.200 30,340.00 0.950 144,115.00 S) 79 MODIFY LIGHTING LS 135,427.0000 135,427.00 0.100 13,542.70 0.900 121,884.30 S) PROGRAM CAS145 PAGE 5 DATE 10/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-497404 TIME 06:38 AM ESTIMATE NO. 08 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 10/20/06 R.E. NAME: HADDADIN, HAIDAR DATE OF THIS ESTIMATE 10/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 149,876.78 3,734,756.55 ADJUSTMENT OF COMPENSATION 0.00 35,579.76 EXTRA WORK 8,252.19 66,929.20 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 158,128.97 3,837,265.51 80 MOBILIZATION LS 250,000.0000 250,000.00 1.000 250,000.00 ORIGINAL CONTRACT AMOUNT 4,161,010.21 TOTAL WORK COMPLETED 158,128.97 4,087,265.51 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -25,000.00 TOTAL 148,128.97 4,062,265.51 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 12/15/05 120 03/13/06 01/18/06 10/24/06 122 69 4 0 93% 98% PROGRESS IS SATISFACTORY HADDADIN, HAIDAR RESIDENT ENGINEER PROGRAM CAS145 PAGE 20 DATE 10/24/06