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 07/21/04 EST. NO.11 TIME 08:56 AM R.E. NAME: HADDADIN, HAIDAR 06-398104 --------------------------------------------------------------------------- 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 0059-2 635.05 E.W. @ F.A.(+) 040504 N 59 0 DAO CORRECTING ENTRY 0080 422.03 051004 N 80 0 0081 409.60 051104 N 81 0 0082 378.47 051204 N 82 0 0083 443.96 051304 N 83 0 0084 558.91 051404 N 84 0 0085 558.91 051704 N 85 0 0086 527.79 051804 N 86 0 0087 665.94 051904 N 87 0 0088 443.96 052004 N 88 0 0089 563.24 052104 N 89 0 0090 443.96 052404 N 90 0 0091 443.96 052504 N 91 0 0092 459.52 052604 N 92 0 0093 428.40 052704 N 93 0 0094 568.46 060204 N 94 0 0095 506.22 060304 N 95 0 0096 475.09 060404 N 96 0 005 0002 22,500.00 E.W. @ L.S.(+) 070804 N 10 0 006 0001-1 -47,940.00 E.W. @ L.S.(+) 042004 N 001 0 DAO CORRECTING ENTRY 0006-1 -23,970.00 051804 N 002 0 DAO CORRECTING ENTRY 0007 122,895.00 021904 N 007A 0 015 0001 9,628.41 E.W. @ L.S.(+) 070804 N 11 0 019 0001 4,560.00 E.W. @ L.S.(+) 070904 N 1-A 0 022 0001 4,540.00 A.C. @ L.S.(+) 063004 N 22-A 0 024 0001 300,231.75 E.W. @ U.P (+) 063004 N 24-1A0 401,378.63 TOTAL THIS ESTIMATE 286,039.70 TOTAL PREVIOUS ESTIMATE 687,418.33 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 07/21/04 EST. NO.11 TIME 08:56 AM R.E. NAME: HADDADIN, HAIDAR 06-398104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 07 MISS PYRL RECD #4 10,000.00 09 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 07/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-398104 TIME 08:56 AM ESTIMATE NO. 11 BID OPENING 08/27/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: HADDADIN, HAIDAR DATE OF THIS ESTIMATE 07/21/04 LOCATION PROGRESS ESTIMATE 06-FRE-269-0.0/12.7 ----------------- GRANITE CONSTRUCTION COMPANY IN FRESNO COUNTY IN AND NEAR HURON 2716 GRANITE COURT FROM KINGS COUNTY LINE TO ROUTE 198 FRESNO, CA 93706 FED. AID NO. ACST-P269(9)E ,P-P269(9)E WIDEN EXISTING HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.250 1,250.00 02 TIME-RELATED OVERHEAD WDAY 800.0000 144,000.00 41.000 32,800.00 138.000 110,400.00 03 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.750 1,875.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 25,000.0000 25,000.00 0.111 2,775.00 0.650 16,250.00 05 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 0.834 6,255.00 S) 06 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.111 11,100.00 0.650 65,000.00 S) 07 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 4,200.00 125.000 4,375.00 S) 08 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.111 2,775.00 0.650 16,250.00 S) 09 TEMPORARY RAILING (TYPE K) M 45.0000 37,800.00 714.000 32,130.00 S) 10 TEMPORARY CRASH CUSHION MODULE EA 200.0000 34,000.00 126.000 25,200.00 S) 11 REMOVE FLARED END SECTION EA 100.0000 1,600.00 8.000 800.00 12 REMOVE ASPHALT CONCRETE DIKE M 2.2500 4,815.00 1,413.960 3,181.41 13 REMOVE ASPHALT CONCRETE SURFACING M2 17.0000 4,165.00 245.000 4,165.00 14 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN M 45.0000 2,565.00 0.000 0.00 15 RECONSTRUCT METAL BEAM GUARD RAILING M 85.0000 20,400.00 12.380 1,052.30 S) (STEEL POST) 16 RECONSTRUCT QUARDGUARD SYSTEM EA 8,500.0000 17,000.00 0.500 4,250.00 S) 17 RESET ROADSIDE SIGN EA 105.0000 9,240.00 0.000 0.00 18 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.0000 25,260.00 0.000 0.00 S) 19 BRIDGE REMOVAL (PORTION), LOCATION A LS 25,000.0000 25,000.00 1.000 25,000.00 20 BRIDGE REMOVAL (PORTION), LOCATION B LS 10,000.0000 10,000.00 1.000 10,000.00 21 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 0.080 800.00 0.892 8,920.00 22 ROADWAY EXCAVATION M3 22.0000 253,000.00 5,415.000 119,130.00 10,657.600 234,467.20 PROGRAM CAS145 PAGE 2 DATE 07/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-398104 TIME 08:56 AM ESTIMATE NO. 11 BID OPENING 08/27/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: HADDADIN, HAIDAR DATE OF THIS ESTIMATE 07/21/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 26,000.00 260.000 26,000.00 F) 24 STRUCTURE EXCAVATION (TYPE D) M3 150.0000 3,150.00 21.000 3,150.00 F) 25 STRUCTURE BACKFILL (BRIDGE) M3 75.0000 13,500.00 18.000 1,350.00 180.000 13,500.00 F) 26 IMPORTED BORROW M3 60.0000 397,200.00 6,042.656 362,559.36 27 IMPORTED MATERIAL (SHOULDER BACKING) M3 45.0000 62,100.00 0.000 0.00 28 STRAW (EROSION CONTROL) TONN 300.0000 6,300.00 1.590 477.00 S) 29 FIBER (EROSION CONTROL) KG 0.5000 2,975.00 450.000 225.00 S) 30 COMPOST (EROSION CONTROL) KG 0.5000 7,000.00 1,060.000 530.00 S) 31 SEED (EROSION CONTROL) KG 75.0000 15,750.00 15.100 1,132.50 S) 32 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.5000 1,575.00 81.000 121.50 S) 33 STABILIZING EMULSION (EROSION CONTROL) KG 1.5000 2,625.00 133.000 199.50 S) 34 CLASS 2 AGGREGATE BASE M3 44.6000 190,888.00 3,381.050 150,794.83 4,710.450 210,086.07 35 SEAL RANDOM CRACKS LNKM 250.0000 9,500.00 38.000 9,500.00 36 REPLACE ASPHALT CONCRETE SURFACING M3 125.0000 487,500.00 3,881.190 485,148.75 37 ASPHALT CONCRETE TONN 43.9000 978,970.00 -3,245.480 -142,476.57 0.000 0.00 38 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 52.0000 1,726,400.00 0.000 0.00 39 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 60.0000 4,620.00 0.000 0.00 AREA) 40 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.0000 1,880.00 0.000 0.00 41 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.0000 480.00 0.000 0.00 42 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 9,600.00 0.000 0.00 43 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 720.00 0.000 0.00 44 ASPHALTIC EMULSION (PAINT BINDER) TONN 1.0000 93.00 0.000 0.00 45 REPLACE CONCRETE PAVEMENT M3 1,050.0000 136,500.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 46 REPLACE CONCRETE PAVEMENT M3 500.0000 75,000.00 37.000 18,500.00 (EQUIPMENT CROSSING) 47 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 155.0000 102,765.00 663.000 102,765.00 S) PILING 48 FURNISH PILING (CLASS 400) M 90.0000 28,260.00 360.200 32,418.00 49 DRIVE PILE (CLASS 400) EA 2,600.0000 62,400.00 24.000 62,400.00 S) PROGRAM CAS145 PAGE 3 DATE 07/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-398104 TIME 08:56 AM ESTIMATE NO. 11 BID OPENING 08/27/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: HADDADIN, HAIDAR DATE OF THIS ESTIMATE 07/21/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PRESTRESSING CAST-IN-PLACE CONCRETE LS 22,000.0000 22,000.00 1.000 22,000.00 S) 51 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 525.0000 37,800.00 72.000 37,800.00 F) 52 STRUCTURAL CONCRETE, BRIDGE M3 750.0000 213,750.00 15.000 11,250.00 285.000 213,750.00 F) 53 MINOR CONCRETE (MINOR STRUCTURE) M3 110.0000 2,640.00 10.409 1,144.99 17.591 1,935.01 F) 54 MINOR CONCRETE (BACKFILL) M3 120.0000 3,360.00 201.080 24,129.60 376.430 45,171.60 55 DRILL AND BOND DOWEL M 80.0000 5,200.00 65.000 5,200.00 56 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,500.0000 30,000.00 4.000 30,000.00 S) GIRDER (15 M - 20 M) 57 ERECT PRECAST PRESTRESSED CONCRETE EA 3,100.0000 12,400.00 4.000 12,400.00 S) GIRDER 58 REFINISH BRIDGE DECK M2 78.0000 6,396.00 0.000 0.00 59 BAR REINFORCING STEEL (BRIDGE) KG 1.4000 76,440.00 2,294.000 3,211.60 54,600.000 76,440.00 SF) 60 ROADSIDE SIGN - ONE POST EA 210.0000 420.00 0.000 0.00 61 600 MM REINFORCED CONCRETE PIPE M 345.0000 65,550.00 182.500 62,962.50 62 750 MM REINFORCED CONCRETE PIPE M 370.0000 10,730.00 28.500 10,545.00 63 610 MM X 960 MM OVAL SHAPED REINFORCED M 530.0000 58,300.00 104.000 55,120.00 CONCRETE PIPE (CLASS II) 64 CORRUGATED STEEL FLUME DOWNDRAIN M 60.0000 6,600.00 0.000 0.00 65 TAPERED INLET EA 90.0000 990.00 0.000 0.00 66 ANCHOR ASSEMBLY EA 70.0000 770.00 0.000 0.00 67 600 MM STEEL FLARED END SECTION EA 135.0000 1,620.00 0.000 0.00 68 750 MM STEEL FLARED END SECTION EA 240.0000 480.00 0.000 0.00 69 1050 MM X 725 MM STEEL FLARED END EA 375.0000 4,500.00 0.000 0.00 PIPE ARCH SECTION 70 ROCK SLOPE PROTECTION M3 175.0000 14,000.00 0.000 0.00 (BACKING NO. 2, METHOD B) 71 SACKED CONCRETE SLOPE PROTECTION M3 400.0000 52,000.00 16.050 6,420.00 16.050 6,420.00 72 ROCK SLOPE PROTECTION FABRIC M2 1.5000 465.00 0.000 0.00 73 FRAME AND GRATE EA 200.0000 400.00 0.000 0.00 S) 74 MISCELLANEOUS METAL (BRIDGE) KG 15.0000 1,650.00 10.000 150.00 110.000 1,650.00 SF) 75 SURVEY MONUMENT EA 500.0000 3,500.00 0.000 0.00 76 OBJECT MARKER EA 40.0000 520.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 07/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-398104 TIME 08:56 AM ESTIMATE NO. 11 BID OPENING 08/27/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: HADDADIN, HAIDAR DATE OF THIS ESTIMATE 07/21/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 METAL BEAM GUARD RAILING (STEEL POST) M 85.0000 3,570.00 0.000 0.00 S) 78 TERMINAL SECTION (TYPE B) EA 75.0000 225.00 0.000 0.00 S) 79 END SECTION EA 75.0000 225.00 0.000 0.00 S) 80 TERMINAL SYSTEM (TYPE ET) EA 2,900.0000 2,900.00 0.000 0.00 S) 81 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 12,000.00 0.000 0.00 S) 82 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 550.0000 550.00 0.000 0.00 S) 83 CONCRETE BARRIER (TYPE 732R) M 350.0000 35,000.00 100.000 35,000.00 100.000 35,000.00 F) 84 CONCRETE BARRIER (TYPE 732) M 280.0000 46,200.00 165.000 46,200.00 165.000 46,200.00 F) 85 THERMOPLASTIC PAVEMENT MARKING M2 21.0000 12,810.00 0.000 0.00 S) 86 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 19,350.00 0.000 0.00 S) (SPRAYABLE) 87 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7000 6,384.00 0.000 0.00 S) 88 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5500 10,725.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 89 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5500 1,672.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 90 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.1000 6,027.00 0.000 0.00 S) 91 BLUE RETROREFLECTIVE PAVEMENT MARKER EA 10.0000 70.00 0.000 0.00 S) 92 HIGHWAY LIGHTING LS 440.0000 440.00 0.000 0.00 S) 93 MODIFY FLASHING BEACON LS 55,000.0000 55,000.00 0.300 16,500.00 0.300 16,500.00 S) 94 TRAFFIC MONITORING STATION (LOCATION 1) LS 2,300.0000 2,300.00 0.000 0.00 S) 95 TRAFFIC MONITORING STATION (LOCATION 2) LS 19,000.0000 19,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 07/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-398104 TIME 08:56 AM ESTIMATE NO. 11 BID OPENING 08/27/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: HADDADIN, HAIDAR DATE OF THIS ESTIMATE 07/21/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 323,054.45 2,578,627.70 ADJUSTMENT OF COMPENSATION 4,540.00 7,795.14 EXTRA WORK 396,838.63 679,623.19 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 724,433.08 3,266,046.03 96 MOBILIZATION LS 550,000.0000 550,000.00 0.050 27,500.00 1.000 550,000.00 ORIGINAL CONTRACT AMOUNT 6,538,725.00 TOTAL WORK COMPLETED 751,933.08 3,816,046.03 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 751,933.08 3,816,046.03 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 10/16/03 180 10/30/03 10/30/03 11/30/04 117 62 23 4 53% 56% PROGRESS IS SATISFACTORY HADDADIN, HAIDAR RESIDENT ENGINEER PROGRAM CAS145 PAGE 12 DATE 07/21/04