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 10/21/04 EST. NO.14 TIME 10:45 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 --------------------------------------------------------------------------- 004 0002 13,995.08 A.C. @ U.P.(+) 102004 N 5-A 0 020 0001 9,200.00 E.W. @ L.S.(+) 102004 N 034597 028 0001 25,500.00 E.W. @ L.S.(+) 102004 N 034599 029 0001 3,579.15 A.C. @ U.P.(+) 102004 N 034600 52,274.23 TOTAL THIS ESTIMATE 842,792.19 TOTAL PREVIOUS ESTIMATE 895,066.42 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 10/21/04 EST. NO.14 TIME 10:45 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 MISSING PYRLS -10,000.00 14 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 10/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-398104 TIME 10:45 AM ESTIMATE NO. 14 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 10/20/04 R.E. NAME: HADDADIN, HAIDAR DATE OF THIS ESTIMATE 10/21/04 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 0.750 3,750.00 02 TIME-RELATED OVERHEAD WDAY 800.0000 144,000.00 21.000 16,800.00 199.000 159,200.00 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 0.116 2,900.00 0.988 24,700.00 05 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 0.023 172.50 0.897 6,727.50 S) 06 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.116 11,600.00 0.988 98,800.00 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 0.116 2,900.00 0.988 24,700.00 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 2,217.960 4,990.41 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 48.700 2,191.50 15 RECONSTRUCT METAL BEAM GUARD RAILING M 85.0000 20,400.00 39.050 3,319.25 S) (STEEL POST) 16 RECONSTRUCT QUARDGUARD SYSTEM EA 8,500.0000 17,000.00 2.000 17,000.00 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 2.880 17.28 5,821.260 34,927.56 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 1.000 10,000.00 22 ROADWAY EXCAVATION M3 22.0000 253,000.00 69.345 1,525.59 16,435.545 361,581.99 PROGRAM CAS145 PAGE 2 DATE 10/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-398104 TIME 10:45 AM ESTIMATE NO. 14 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 10/20/04 R.E. NAME: HADDADIN, HAIDAR DATE OF THIS ESTIMATE 10/21/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 13,500.00 180.000 13,500.00 F) 26 IMPORTED BORROW M3 60.0000 397,200.00 1,938.073 116,284.38 7,980.729 478,843.74 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 5,909.820 263,577.97 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 978,970.00 965.600 42,389.84 43,462.200 1,907,990.58 38 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 52.0000 1,726,400.00 17,493.850 909,680.20 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 93.000 93.00 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 75,000.00 140.680 70,340.00 (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 10/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-398104 TIME 10:45 AM ESTIMATE NO. 14 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 10/20/04 R.E. NAME: HADDADIN, HAIDAR DATE OF THIS ESTIMATE 10/21/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 213,750.00 285.000 213,750.00 F) 53 MINOR CONCRETE (MINOR STRUCTURE) M3 110.0000 2,640.00 17.591 1,935.01 F) 54 MINOR CONCRETE (BACKFILL) M3 120.0000 3,360.00 376.430 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 82.000 6,396.00 59 BAR REINFORCING STEEL (BRIDGE) KG 1.4000 76,440.00 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 30.000 1,800.00 110.700 6,642.00 65 TAPERED INLET EA 90.0000 990.00 4.000 360.00 11.000 990.00 66 ANCHOR ASSEMBLY EA 70.0000 770.00 6.000 420.00 33.000 2,310.00 67 600 MM STEEL FLARED END SECTION EA 135.0000 1,620.00 2.000 270.00 2.000 270.00 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 24.240 4,242.00 24.240 4,242.00 (BACKING NO. 2, METHOD B) 71 SACKED CONCRETE SLOPE PROTECTION M3 400.0000 52,000.00 16.050 6,420.00 72 ROCK SLOPE PROTECTION FABRIC M2 1.5000 465.00 92.680 139.02 92.680 139.02 73 FRAME AND GRATE EA 200.0000 400.00 0.000 0.00 S) 74 MISCELLANEOUS METAL (BRIDGE) KG 15.0000 1,650.00 110.000 1,650.00 SF) 75 SURVEY MONUMENT EA 500.0000 3,500.00 4.000 2,000.00 4.000 2,000.00 76 OBJECT MARKER EA 40.0000 520.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 10/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-398104 TIME 10:45 AM ESTIMATE NO. 14 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 10/20/04 R.E. NAME: HADDADIN, HAIDAR DATE OF THIS ESTIMATE 10/21/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,570.00 152.400 12,954.00 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 7.000 14,000.00 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 F) 84 CONCRETE BARRIER (TYPE 732) M 280.0000 46,200.00 165.000 46,200.00 F) 85 THERMOPLASTIC PAVEMENT MARKING M2 21.0000 12,810.00 153.570 3,224.97 542.420 11,390.82 S) 86 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 19,350.00 34,799.000 17,399.50 38,776.000 19,388.00 S) (SPRAYABLE) 87 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7000 6,384.00 6,445.000 4,511.50 9,289.000 6,502.30 S) 88 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5500 10,725.00 15,313.000 8,422.15 19,508.000 10,729.40 S) (BROKEN 10.98 M - 3.66 M) 89 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5500 1,672.00 2,959.000 1,627.45 S) (BROKEN 5.18 M - 2.14 M) 90 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.1000 6,027.00 2,672.000 5,611.20 2,672.000 5,611.20 S) 91 BLUE RETROREFLECTIVE PAVEMENT MARKER EA 10.0000 70.00 7.000 70.00 7.000 70.00 S) 92 HIGHWAY LIGHTING LS 440.0000 440.00 0.700 308.00 S) 93 MODIFY FLASHING BEACON LS 55,000.0000 55,000.00 0.050 2,750.00 0.950 52,250.00 S) 94 TRAFFIC MONITORING STATION (LOCATION 1) LS 2,300.0000 2,300.00 0.900 2,070.00 S) 95 TRAFFIC MONITORING STATION (LOCATION 2) LS 19,000.0000 19,000.00 0.050 950.00 0.950 18,050.00 S) PROGRAM CAS145 PAGE 5 DATE 10/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-398104 TIME 10:45 AM ESTIMATE NO. 14 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 10/20/04 R.E. NAME: HADDADIN, HAIDAR DATE OF THIS ESTIMATE 10/21/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 246,759.93 6,064,060.25 ADJUSTMENT OF COMPENSATION 17,574.23 122,838.66 EXTRA WORK 34,700.00 772,227.76 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 299,034.16 6,959,126.67 96 MOBILIZATION LS 550,000.0000 550,000.00 1.000 550,000.00 ORIGINAL CONTRACT AMOUNT 6,538,725.00 TOTAL WORK COMPLETED 299,034.16 7,509,126.67 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 289,034.16 7,499,126.67 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 11/30/04 175 64 23 4 96% 84% PROGRESS IS SATISFACTORY HADDADIN, HAIDAR RESIDENT ENGINEER PROGRAM CAS145 PAGE 7 DATE 10/21/04