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 04/20/04 EST. NO.33 TIME 01:44 PM R.E. NAME: SULEIMAN, MOHAMAD 04-285524 --------------------------------------------------------------------------- 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 0180 3,568.24 E.W. @ F.A.(+) 020404 N 707 0 006 0048 1,293.21 E.W. @ F.A.(+) 101303 N 693 0 0049 2,519.28 102303 N 694 0 019 0135 165.00 E.W. @ F.A.(+) 103103 Y 0695.0 027 0011 330.12 E.W. @ F.A.(+) 013004 N 691 0 0012 660.20 020404 N 692 0 0013 454.89 030204 N 706 0 033 0010 3,171.10 E.W. @ F.A.(+) 103102 Y 0681.0 039 0022 1,166.92 E.W. @ F.A.(+) 020904 Y 0703.0 047 0018 847.87 E.W. @ F.A.(+) 021304 Y 0699.0 0019 986.38 022004 Y 0700.0 0020 1,345.17 021704 Y 0701.0 0021 208.80 021804 Y 0702.0 0022 486.17 021904 Y 0704.0 0023 157.89 022704 Y 0705.0 052 0024 421.34 E.W. @ F.A.(+) 031004 Y 0710.0 0025 275.08 031104 Y 0711.0 0026 275.08 031204 Y 0712.0 053 0020 727.25 E.W. @ F.A.(+) 020504 Y 0687.0 057 0006 741.51 E.W. @ F.A.(+) 121003 N 684 0 079 0001 363.00 E.W. @ F.A.(+) 022304 Y 0709.0 20,164.50 TOTAL THIS ESTIMATE 2,991,154.01 TOTAL PREVIOUS ESTIMATE 3,011,318.51 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 04/20/04 EST. NO.33 TIME 01:44 PM R.E. NAME: SULEIMAN, MOHAMAD 04-285524 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP DEFICIENCIES -10,000.00 12 SWPPP DEFICIENCIES 10,000.00 13 SWPPP DEFICIENCIES -20,000.00 26 MISS CERT INSURANCE -10,000.00 28 RECD CERT INSURANCE 10,000.00 29 SWPPP COMPLIANCE 20,000.00 29 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLL -10,000.00 03 PAYROLL RECEIVED 10,000.00 04 MISSING PAYROLLS,NOV -10,000.00 05 MISS PAYROLL DEC 01 -10,000.00 06 MISSING PAYROLL-01/2 -10,000.00 07 RECEIVE PAYROLL11/01 10,000.00 07 RECEIVE PAYROLL 12/1 10,000.00 07 MISSING PAYROLL 2/2 -10,000.00 08 PAYROLLS RECEIVE 1/2 10,000.00 08 RECEIVED PAYROLL 10,000.00 09 MISSING PAYROLLS -10,000.00 10 MISSPAYROLLAU02 -10,000.00 15 RECEIVED PAYROLLS10 10,000.00 15 MISSPAYROLLOCT02 -10,000.00 16 RECVD PAYROLLAUG02 10,000.00 16 RECVD PAYROLL OCT02 10,000.00 18 MISS PAYROLL JUNE 03 -10,000.00 24 MISS PAYROLL SEPT03 -10,000.00 27 MISS PAYROLL OCT03 -10,000.00 28 RCVD PAYROLL SEPT 03 10,000.00 28 RECVD PAYROLL JUN 03 10,000.00 29 MISS PAYROLL DEC 03 -10,000.00 30 RECVD PAYROLL OCT 03 10,000.00 30 RECVD PAYROLL DEC 03 10,000.00 32 MISSING PAYROLL 2004 -10,000.00 33 -10,000.00 -10,000.00 OVERBID ITEMS OVERBID ITEM NO. 073 -240.00 13 OVERBID ITEM NO. 073 -15.00 14 OVERBID ITEM NO. 073 -45.00 22 0.00 -300.00 TOTAL DEDUCTIONS -10,000.00 -10,300.00 PROGRAM CAS145 PAGE 1 DATE 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-285524 TIME 01:44 PM ESTIMATE NO. 33 BID OPENING 06/13/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: SULEIMAN, MOHAMAD DATE OF THIS ESTIMATE 04/20/04 LOCATION RERUN PROGRESS ESTIMATE 04-SCL-880-9.9/10.5 ----------------------- 04-ALA-880-R0.0/R0.4 BAY CITIES PAVING IN SANTA CLARA AND ALAMEDA COUNTIES AND GRADING INC. IN MILPITAS AND FREMONT FROM 1.6 KM P.O. BOX 6227 SOUTH TO 0.7 KM NORTH OF THE COUNTY CONCORD, CA 94524 LINE FED. AID NO. ACNH-880 -1(47)11N,I-880 -1(47)11N BRIDGE WIDENING AND RECONSTRUCTION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY CREEK DIVERSION SYSTEM LS 357,000.0000 357,000.00 1.000 357,000.00 02 PROGRESS SCHEDULE (CRITICAL PATH) LS 39,100.0000 39,100.00 0.750 29,325.00 03 TIME-RELATED OVERHEAD WDAY 3,430.0000 2,058,000.00 573.000 1,965,390.00 04 HEALTH AND SAFETY PLAN LS 14,280.0000 14,280.00 1.000 14,280.00 05 PREPARE STORM WATER POLLUTION LS 4,845.0000 4,845.00 0.750 3,633.75 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 30,000.0000 30,000.00 0.907 27,210.00 07 TEMPORARY COVER LS 14,100.0000 14,100.00 0.200 2,820.00 1.000 14,100.00 08 TEMPORARY DRAINAGE INLET PROTECTION EA 187.0000 5,610.00 4.000 748.00 09 TEMPORARY CONCRETE WASHOUT FACILITY LS 30,000.0000 30,000.00 0.100 3,000.00 1.000 30,000.00 10 TEMPORARY ENTRANCE/EXIT LS 10,000.0000 10,000.00 0.250 2,500.00 0.883 8,830.00 11 DRAINAGE INLET PROTECTION EA 190.0000 16,340.00 7.000 1,330.00 12 FLARED END SECTION PROTECTION EA 165.0000 2,145.00 8.000 1,320.00 13 TEE DISSIPATOR PROTECTION EA 170.0000 1,020.00 1.000 170.00 14 TEMPORARY SILT FENCE M 5.2500 13,125.00 213.300 1,119.83 3,079.300 16,166.33 15 TEMPORARY EROSION CONTROL M2 0.7000 12,390.00 30,635.580 21,444.91 16 TEMPORARY SAND BAG EA 10.0000 120.00 0.000 0.00 17 TEMPORARY MINOR CONCRETE M3 1,525.0000 48,800.00 22.662 34,559.55 (MINOR STRUCTURE) 18 TEMPORARY MINOR CONCRETE M3 225.0000 675.00 0.000 0.00 (BACKFILL) 19 TEMPORARY 300 MM ALTERNATIVE PIPE M 125.0000 28,750.00 184.700 23,087.50 CULVERT (TYPE A) 20 TEMPORARY 300 MM ALTERNATIVE PIPE M 75.0000 1,200.00 0.000 0.00 CULVERT (TYPE B) 21 TEMPORARY 300 MM ALTERNATIVE PIPE M 100.0000 34,000.00 217.580 21,758.00 CULVERT (TYPE C) 22 TEMPORARY 300 MM ALTERNATIVE PIPE M 75.0000 1,500.00 31.000 2,325.00 CULVERT (TYPE D) PROGRAM CAS145 PAGE 2 DATE 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-285524 TIME 01:44 PM ESTIMATE NO. 33 BID OPENING 06/13/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: SULEIMAN, MOHAMAD DATE OF THIS ESTIMATE 04/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY 450 MM ALTERNATIVE PIPE M 300.0000 300.00 16.900 5,070.00 CULVERT (TYPE C) 24 TEMPORARY 450 MM ALTERNATIVE PIPE M 200.0000 6,000.00 0.000 0.00 CULVERT (TYPE D) 25 TEMPORARY 600 MM ALTERNATIVE PIPE M 350.0000 350.00 0.600 210.00 CULVERT (TYPE C) 26 TEMPORARY 450 MM REINFORCED CONCRETE M 125.0000 8,000.00 36.800 4,600.00 PIPE 27 TEMPORARY 300 MM SLOTTED CORRUGATED M 220.0000 99,000.00 332.600 73,172.00 STEEL PIPE (2.77 MM THICK) 28 TEMPORARY 300 MM CORRUGATED STEEL PIPE M 75.0000 2,700.00 10.500 787.50 DOWNDRAIN (2.01 MM THICK) 29 TEMPORARY 300 MM ANCHOR ASSEMBLY EA 650.0000 5,850.00 1.500 975.00 30 TEMPORARY 300 MM ALTERNATIVE FLARED END EA 600.0000 5,400.00 3.000 1,800.00 SECTION 31 TEMPORARY 450 MM ALTERNATIVE FLARED END EA 350.0000 1,400.00 2.000 700.00 SECTION 32 TEMPORARY TIMBER COVER EA 300.0000 1,200.00 1.000 300.00 33 TEMPORARY TIMBER BULKHEAD EA 1,000.0000 1,000.00 1.000 1,000.00 34 TEMPORARY MISCELLANEOUS IRON AND STEEL KG 2.0400 8,976.00 3,359.600 6,853.58 S) 35 CONSTRUCTION AREA SIGNS LS 28,800.0000 28,800.00 0.850 24,480.00 S) 36 TRAFFIC CONTROL SYSTEM LS 142,760.0000 142,760.00 0.245 34,976.20 1.000 142,760.00 S) 37 TYPE II BARRICADE EA 26.0000 61,620.00 81.000 2,106.00 S) 38 TYPE III BARRICADE EA 87.0000 3,045.00 20.000 1,740.00 S) 39 CHANNELIZER (SURFACE MOUNTED) EA 26.0000 22,100.00 98.000 2,548.00 630.000 16,380.00 S) 40 TEMPORARY RAILING (TYPE K) M 28.0000 232,400.00 5.490 153.72 9,070.890 253,984.92 41 TEMPORARY CRASH CUSHION MODULE EA 183.0000 34,770.00 215.000 39,345.00 426.000 77,958.00 S) 42 ABANDON CULVERT EA 1,230.0000 17,220.00 12.000 14,760.00 43 ABANDON INLET EA 750.0000 4,500.00 6.000 4,500.00 44 OBLITERATE SURFACING M2 3.0000 3,870.00 10,703.000 32,109.00 45 REMOVE FENCE M 3.5000 6,020.00 1,715.000 6,002.50 46 REMOVE FLARED END SECTION EA 150.0000 1,350.00 9.000 1,350.00 47 REMOVE PAINTED TRAFFIC STRIPE M 1.2200 6,441.60 1,177.000 1,435.94 12,498.120 15,247.71 48 REMOVE PAINTED TRAFFIC STRIPE M 2.4500 11,000.50 303.000 742.35 8,037.500 19,691.88 (YELLOW) 49 REMOVE PAINTED TRAFFIC STRIPE M 1.2200 475.80 356.000 434.32 2,050.140 2,501.17 (200 MM WHITE) PROGRAM CAS145 PAGE 3 DATE 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-285524 TIME 01:44 PM ESTIMATE NO. 33 BID OPENING 06/13/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: SULEIMAN, MOHAMAD DATE OF THIS ESTIMATE 04/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE PAINTED PAVEMENT MARKING M2 24.4800 4,161.60 107.780 2,638.45 51 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.4500 759.50 674.000 1,651.30 1,217.900 2,983.86 52 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 30.6000 91.80 44.020 1,347.01 53 REMOVE PAVEMENT MARKER EA 1.2200 4,416.40 182.000 222.04 7,386.000 9,010.92 54 REMOVE ROADSIDE SIGN (WOOD POST) EA 97.0000 6,596.00 62.000 6,014.00 55 REMOVE ROADSIDE SIGN EA 51.0000 765.00 14.000 714.00 (STRAP AND SADDLE BRACKET METHOD) 56 REMOVE SIGN STRUCTURE (TRUSS) EA 2,040.0000 4,080.00 2.000 4,080.00 57 REMOVE BRIDGE MOUNTED SIGN EA 2,040.0000 2,040.00 1.000 2,040.00 58 REMOVE CULVERT M 80.0000 10,400.00 129.200 10,336.00 59 REMOVE INLET EA 500.0000 500.00 0.000 0.00 60 REMOVE HEADWALL EA 750.0000 1,500.00 2.000 1,500.00 61 SALVAGE DOUBLE THRIE BEAM BARRIER M 53.7100 23,095.30 321.750 17,281.19 62 SALVAGE METAL BEAM GUARD RAILING M 27.5400 8,812.80 173.620 4,781.49 394.280 10,858.47 63 SALVAGE CONCRETE BARRIER (TYPE K) M 19.0000 10,640.00 0.000 0.00 64 RECONSTRUCT CHAIN LINK FENCE M 33.5000 42,210.00 0.000 0.00 65 RELOCATE ROADSIDE SIGN EA 433.0000 1,732.00 0.000 0.00 66 RELOCATE SIGN STRUCTURE (TRUSS) EA 3,570.0000 7,140.00 2.000 7,140.00 67 ADJUST INLET EA 1,450.0000 2,900.00 0.000 0.00 68 ADJUST MANHOLE TO GRADE EA 627.5000 1,882.50 2.000 1,255.00 69 MODIFY INLET TO MANHOLE EA 1,660.0000 1,660.00 1.000 1,660.00 70 PLANE ASPHALT CONCRETE PAVEMENT M2 2.6000 22,126.00 11,000.000 28,600.00 21,822.500 56,738.50 S) 71 REMOVE CONCRETE M3 75.0000 15,000.00 4.140 310.50 159.040 11,928.00 72 REMOVE CONCRETE BARRIER M 55.0000 70,400.00 1,293.000 71,115.00 73 BRIDGE REMOVAL, LOCATION A LS 75,000.0000 75,000.00 1.000 75,000.00 74 BRIDGE REMOVAL, LOCATION B LS 80,000.0000 80,000.00 1.000 80,000.00 75 BRIDGE REMOVAL (PORTION) LS 5,000.0000 5,000.00 1.000 5,000.00 76 SALVAGE CRASH CUSHION EA 2,200.0000 2,200.00 0.500 1,100.00 PROGRAM CAS145 PAGE 4 DATE 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-285524 TIME 01:44 PM ESTIMATE NO. 33 BID OPENING 06/13/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: SULEIMAN, MOHAMAD DATE OF THIS ESTIMATE 04/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CLEARING AND GRUBBING LS 36,000.0000 36,000.00 0.100 3,600.00 1.000 36,000.00 78 DEVELOP WATER SUPPLY LS 27,000.0000 27,000.00 0.096 2,592.00 1.000 27,000.00 79 ROADWAY EXCAVATION M3 9.1800 449,820.00 27,647.810 253,806.90 80 EXCAVATION (TYPE R) M3 650.0000 45,500.00 70.000 45,500.00 81 STRUCTURE EXCAVATION (BRIDGE) M3 51.0000 101,235.00 1,985.000 101,235.00 F) 82 STRUCTURE EXCAVATION (TYPE A) M3 255.0000 200,175.00 785.000 200,175.00 F) 83 STRUCTURE EXCAVATION (RETAINING WALL) M3 16.1400 15,736.50 975.000 15,736.50 F) 84 STRUCTURE BACKFILL (BRIDGE) M3 46.0000 16,330.00 660.377 30,377.34 F) 85 STRUCTURE BACKFILL (BRIDGE) M3 183.6000 246,024.00 360.000 66,096.00 F) (LIGHTWEIGHT AGGREGATE) 86 STRUCTURE BACKFILL (RETAINING WALL) M3 43.2600 70,081.20 1,620.000 70,081.20 F) 87 STRUCTURE BACKFILL (RETAINING WALL) M3 68.0000 27,132.00 399.000 27,132.00 F) (LIGHTWEIGHT AGGREGATE) 88 PERVIOUS BACKFILL MATERIAL (RETAINING M3 75.0000 5,625.00 75.000 5,625.00 75.000 5,625.00 F) WALL) 89 BEDDING MATERIAL M3 50.0000 2,450.00 49.000 2,450.00 90 DITCH EXCAVATION M3 16.0000 47,520.00 596.330 9,541.28 91 EARTH RETAINING STRUCTURE, LOCATION E M2 523.0000 245,810.00 2.000 1,046.00 360.000 188,280.00 F) 92 EARTH RETAINING STRUCTURE, LOCATION F M2 528.0000 628,320.00 1,190.000 628,320.00 F) 93 IMPORTED BORROW M3 6.5000 1,046,500.00 161,804.000 1,051,726.00 94 IMPORTED BORROW (LIGHTWEIGHT AGGREGATE) M3 54.2500 3,309,250.00 12,186.410 661,112.74 95 LIGHTWEIGHT AGGREGATE M3 77.5000 68,200.00 0.000 0.00 (GEOSYNTHETIC REINFORCED EMBANKMENT) 96 GEOSYNTHETIC REINFORCEMENT MATERIAL M2 6.5000 44,200.00 0.000 0.00 97 HIGHWAY PLANTING LS 30,600.0000 30,600.00 0.100 3,060.00 0.950 29,070.00 S) 98 ROCK BLANKET M2 46.5000 51,150.00 604.510 28,109.72 S) 99 EROSION CONTROL (BLANKET) M2 3.4600 15,916.00 1,356.000 4,691.76 5,819.000 20,133.74 S) 00 JUTE MESH M2 3.1400 43,960.00 15,693.900 49,278.85 S) 01 EROSION CONTROL (MULCH) M3 48.3500 53,185.00 1,029.100 49,756.99 S) 02 FIBER ROLLS M 14.2000 75,970.00 329.000 4,671.80 4,980.000 70,716.00 S) 03 PLANT ESTABLISHMENT WORK LS 30,600.0000 30,600.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-285524 TIME 01:44 PM ESTIMATE NO. 33 BID OPENING 06/13/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: SULEIMAN, MOHAMAD DATE OF THIS ESTIMATE 04/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 IRRIGATION SYSTEMS LS 77,520.0000 77,520.00 0.950 73,644.00 05 NPS 3 SUPPLY LINE (BRIDGE) M 133.0000 37,240.00 312.000 41,496.00 06 WATER METER EA 1,100.0000 1,100.00 1.000 1,100.00 S) 07 200 MM CORRUGATED HIGH DENSITY M 120.0000 22,800.00 157.000 18,840.00 S) POLYETHYLENE PIPE CONDUIT 08 200 MM WELDED STEEL PIPE CONDUIT M 230.0000 9,200.00 28.000 6,440.00 S) (6.35 MM THICK) 09 CLASS 4 AGGREGATE SUBBASE M3 26.5000 967,250.00 19.180 508.27 30,652.570 812,293.11 10 CLASS 3 AGGREGATE BASE M3 35.5000 246,015.00 5,485.890 194,749.10 11 CEMENT TREATED BASE (CLASS A MODIFIED) M3 93.2500 1,324,150.00 612.000 57,069.00 12,920.950 1,204,878.59 12 ASPHALT TREATED PERMEABLE BASE M3 115.0000 483,000.00 19.110 2,197.65 3,049.500 350,692.50 13 ASPHALT CONCRETE (TYPE A) TONN 52.8500 2,959,600.00 2,237.460 118,249.76 75,140.880 3,971,195.51 14 ASPHALT CONCRETE (OPEN GRADED) TONN 59.5000 426,020.00 845.000 50,277.50 7,860.410 467,694.40 15 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 3,000.00 71.500 1,430.00 162.330 3,246.60 AREA) 16 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.5000 455.00 53.600 187.60 295.310 1,033.59 17 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.5000 665.00 75.800 265.30 179.680 628.88 18 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 3.5000 10,570.00 475.100 1,662.85 2,080.460 7,281.61 19 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.5000 6,615.00 489.900 1,714.65 1,498.120 5,243.42 20 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.5000 735.00 173.400 606.90 344.980 1,207.43 21 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 22 FURNISH PILING (CLASS 900C)(ALT X) M 37.7500 93,771.00 2,484.000 93,771.00 23 DRIVE PILING (CLASS 900C)(ALT X) EA 1,326.0000 139,230.00 105.000 139,230.00 S) 24 FURNISH PILING (CLASS 625C)(ALT X) M 36.7200 139,756.32 3,795.860 139,383.98 25 DRIVE PILING (CLASS 625C)(ALT X) EA 1,326.0000 233,376.00 176.000 233,376.00 S) 26 FURNISH PILING (CLASS 400C)(ALT X) M 40.8000 93,432.00 2,287.860 93,344.69 27 DRIVE PILING (CLASS 400C)(ALT X) EA 1,326.0000 129,948.00 98.000 129,948.00 S) 28 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 153.0000 654,840.00 4,252.000 650,556.00 PILING (610 MM) 29 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 4,080.0000 669,120.00 164.000 669,120.00 S) PILE (610 MM) 30 PRESTRESSING CAST-IN-PLACE CONCRETE LS 153,000.0000 153,000.00 1.000 153,000.00 S) PROGRAM CAS145 PAGE 6 DATE 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-285524 TIME 01:44 PM ESTIMATE NO. 33 BID OPENING 06/13/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: SULEIMAN, MOHAMAD DATE OF THIS ESTIMATE 04/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 SEAL COURSE CONCRETE M3 296.0000 35,520.00 0.000 0.00 32 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 280.5000 176,995.50 631.000 176,995.50 F) 33 STRUCTURAL CONCRETE, BRIDGE M3 319.0000 1,736,317.00 57.000 18,183.00 5,443.000 1,736,317.00 F) 34 STRUCTURAL CONCRETE, RETAINING WALL M3 331.5000 45,747.00 138.000 45,747.00 F) 35 STRUCTURAL CONCRETE, APPROACH SLAB M3 510.0000 467,160.00 916.000 467,160.00 F) (TYPE N) 36 CLASS 2 CONCRETE (BOX CULVERT) M3 500.0000 297,500.00 595.000 297,500.00 F) 37 CLASS 1 CONCRETE (RETAINING WALL) M3 331.0000 119,160.00 360.000 119,160.00 38 MINOR CONCRETE (MINOR STRUCTURE) M3 1,525.0000 176,747.50 3.080 4,697.00 153.980 234,819.50 F) 39 MINOR CONCRETE (BACKFILL) M3 131.0000 4,847.00 234.510 30,720.81 40 ARCHITECTURAL TREATMENT M2 102.0000 42,228.00 603.000 61,506.00 F) 41 JOINT SEAL (MR 15 MM) M 82.0000 11,480.00 140.000 11,480.00 S) 42 JOINT SEAL ASSEMBLY (MR 60 MM) M 433.0000 31,176.00 72.000 31,176.00 S) 43 JOINT SEAL (MR 50 MM) M 153.0000 3,825.00 25.000 3,825.00 44 BAR REINFORCING STEEL (BRIDGE) KG 1.0700 802,286.00 749,800.000 802,286.00 SF) 45 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2800 48,614.40 37,980.000 48,614.40 SF) 46 BAR REINFORCING STEEL (BOX CULVERT) KG 1.1700 93,717.00 80,100.000 93,717.00 SF) 47 BAR REINFORCING STEEL (EPOXY COATED) KG 2.0400 6,430.08 3,152.000 6,430.08 SF)(BRIDGE) 48 FURNISH SIGN STRUCTURE (TRUSS) KG 4.7900 129,540.76 27,044.000 129,540.76 F) 49 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5600 15,144.64 26,369.000 14,766.64 SF) 50 920 MM CAST-IN-DRILLED-HOLE M 987.3600 42,456.48 48.500 47,886.96 S) CONCRETE PILE (SIGN FOUNDATION) 51 ROADSIDE SIGN - ONE POST EA 255.0000 11,730.00 40.000 10,200.00 52 ROADSIDE SIGN - TWO POST EA 688.0000 12,384.00 14.000 9,632.00 53 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 117.0000 1,053.00 18.000 2,106.00 METHOD) 54 INSTALL SIGN OVERLAY M2 204.0000 204.00 0.000 0.00 55 INSTALL SIGN PANEL ON EXISTING FRAME M2 153.0000 2,601.00 15.500 2,371.50 S) 56 CLEAN AND PAINT STEEL PILING LS 102,000.0000 102,000.00 1.000 102,000.00 S) 57 300 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 133.0000 21,280.00 180.000 23,940.00 PROGRAM CAS145 PAGE 7 DATE 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-285524 TIME 01:44 PM ESTIMATE NO. 33 BID OPENING 06/13/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: SULEIMAN, MOHAMAD DATE OF THIS ESTIMATE 04/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 300 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 113.0000 3,503.00 30.500 3,446.50 59 300 MM ALTERNATIVE PIPE CULVERT (TYPE C) M 107.0000 12,840.00 44.400 4,750.80 60 300 MM ALTERNATIVE PIPE CULVERT M 129.0000 3,354.00 25.700 3,315.30 (TYPE D) 61 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 124.0000 101,680.00 4.500 558.00 807.950 100,185.80 62 450 MM ALTERNATIVE PIPE CULVERT M 135.0000 39,150.00 409.700 55,309.50 (TYPE C) 63 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 155.0000 31,000.00 10.900 1,689.50 192.800 29,884.00 64 450 MM ALTERNATIVE PIPE CULVERT M 151.0000 39,260.00 261.800 39,531.80 (TYPE D) 65 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 158.0000 36,340.00 453.500 71,653.00 66 600 MM ALTERNATIVE PIPE CULVERT (TYPE C) M 176.0000 39,600.00 238.600 41,993.60 67 900 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 500.0000 6,500.00 20.000 10,000.00 68 300 MM REINFORCED CONCRETE PIPE M 210.0000 2,100.00 0.000 0.00 69 450 MM REINFORCED CONCRETE PIPE M 160.0000 16,000.00 113.600 18,176.00 70 300 MM CORRUGATED STEEL PIPE M 100.0000 6,000.00 69.700 6,970.00 (2.01 MM THICK) 71 450 MM CORRUGATED STEEL PIPE M 230.0000 2,530.00 0.000 0.00 (2.77 MM THICK) 72 300 MM SLOTTED CORRUGATED STEEL PIPE M 277.0000 69,250.00 244.300 67,671.10 (2.77 MM THICK) 73 80 MM PLASTIC PIPE (EDGE DRAIN) M 12.0000 31,440.00 57.000 684.00 2,049.800 24,597.60 74 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 90.0000 36,900.00 119.110 10,719.90 75 FILTER FABRIC M2 0.6500 17,550.00 13,176.030 8,564.42 76 CLASS 1 PERMEABLE MATERIAL M3 100.0000 150.00 0.000 0.00 77 300 MM ANCHOR ASSEMBLY EA 71.0000 639.00 7.000 497.00 78 GRATED LINE DRAIN M 505.0000 5,050.00 0.000 0.00 79 300 MM ALTERNATIVE FLARED END SECTION EA 72.0000 360.00 3.000 216.00 80 450 MM ALTERNATIVE FLARED END SECTION EA 104.0000 312.00 2.000 208.00 81 600 MM ALTERNATIVE FLARED END SECTION EA 134.0000 1,072.00 6.000 804.00 82 900 MM ALTERNATIVE FLARED END SECTION EA 372.0000 372.00 3.000 1,116.00 83 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 125.0000 4,000.00 24.470 3,058.75 84 CONCRETE (SLOPE PROTECTION) M3 350.0000 161,000.00 113.662 39,781.70 PROGRAM CAS145 PAGE 8 DATE 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-285524 TIME 01:44 PM ESTIMATE NO. 33 BID OPENING 06/13/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: SULEIMAN, MOHAMAD DATE OF THIS ESTIMATE 04/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 CONCRETE (CONCRETED-ROCK SLOPE M3 370.0000 2,960.00 7.510 2,778.70 PROTECTION) 86 CONCRETED-ROCK SLOPE PROTECTION M3 500.0000 15,000.00 30.000 15,000.00 (COBBLE, METHOD B) 87 SLOPE PAVING (MASONRY BLOCK) M2 163.0000 105,950.00 650.000 105,950.00 F) 88 ROCK SLOPE PROTECTION FABRIC (TYPE B) M2 0.9500 294.50 179.690 170.71 89 MINOR CONCRETE (CURB) M3 581.0000 8,715.00 15.000 8,715.00 F) 90 MINOR CONCRETE (MISCELLANEOUS M3 405.0000 157,950.00 10.888 4,409.64 305.815 123,855.08 CONSTRUCTION) 91 MISCELLANEOUS IRON AND STEEL KG 2.0400 24,412.68 740.000 1,509.60 12,534.000 25,569.36 SF) 92 MISCELLANEOUS METAL (BRIDGE) KG 6.6300 44,314.92 6,612.000 43,837.56 SF) 93 CHAIN LINK FENCE (TYPE CL-1.8, M 33.5000 56,615.00 2,516.500 84,302.75 S) VINYL-CLAD) 94 DELINEATOR (CLASS 1) EA 36.0000 5,400.00 67.000 2,412.00 95 OBJECT MARKER (TYPE L-1) EA 36.0000 504.00 0.000 0.00 96 METAL BEAM GUARD RAILING (WOOD POST) M 56.1000 26,367.00 172.000 9,649.20 965.330 54,155.01 S) 97 CHAIN LINK RAILING (TYPE 7) M 100.0000 65,100.00 7.400 740.00 609.200 60,920.00 SF) 98 CONCRETE BARRIER (TYPE K) M 55.0000 18,150.00 0.000 0.00 99 CONCRETE BARRIER (TYPE 25A) M 204.0000 26,520.00 132.000 26,928.00 00 CONCRETE BARRIER (TYPE 25 MODIFIED) M 199.0000 155,419.00 787.258 156,664.34 F) 01 CONCRETE BARRIER (TYPE 26 MODIFIED) M 286.0000 72,930.00 207.000 59,202.00 F) 02 END SECTION EA 102.0000 918.00 1.000 102.00 18.000 1,836.00 S) 03 TERMINAL SYSTEM (TYPE SRT) EA 1,938.0000 38,760.00 5.000 9,690.00 21.000 40,698.00 S) 04 CRASH CUSHION, SAND FILLED EA 4,069.0000 4,069.00 1.000 4,069.00 1.000 4,069.00 S) 05 CONCRETE BARRIER (TYPE 60) M 151.0000 243,110.00 100.000 15,100.00 2,001.800 302,271.80 06 CONCRETE BARRIER (TYPE 60A) M 161.0000 17,549.00 109.000 17,549.00 F) 07 CONCRETE BARRIER (TYPE 60C) M 204.0000 142,800.00 921.000 187,884.00 08 CONCRETE BARRIER (TYPE 60E) M 480.0000 29,760.00 62.000 29,760.00 09 THERMOPLASTIC PAVEMENT MARKING M2 36.7200 11,750.40 282.930 10,389.19 503.000 18,470.16 S) 10 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2200 4,148.00 2,779.000 3,390.38 3,976.000 4,850.72 S) 11 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2200 756.40 1,312.000 1,600.64 1,312.000 1,600.64 S) (BROKEN 3.66 M - 0.92 M) PROGRAM CAS145 PAGE 9 DATE 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-285524 TIME 01:44 PM ESTIMATE NO. 33 BID OPENING 06/13/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: SULEIMAN, MOHAMAD DATE OF THIS ESTIMATE 04/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2200 341.60 784.000 956.48 801.120 977.37 S) (BROKEN 5.18 M - 2.14 M) 13 PAINT TRAFFIC STRIPE (2-COAT) M 0.4900 18,130.00 6,084.000 2,981.16 57,006.200 27,933.04 S) 14 PAINT PAVEMENT MARKING (2-COAT) M2 24.4800 4,651.20 399.520 9,780.25 S) 15 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.9400 17,848.00 1,202.000 2,331.88 10,601.000 20,565.94 S) 16 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.6700 17,799.50 1,156.000 4,242.52 6,552.000 24,045.84 S) 17 SIGNAL AND LIGHTING (LOCATION 1) LS 82,000.0000 82,000.00 0.074 6,068.00 1.000 82,000.00 S) 18 SIGNAL AND LIGHTING (LOCATION 2) LS 133,000.0000 133,000.00 1.000 133,000.00 S) 19 SIGNAL AND LIGHTING (LOCATION 3) LS 148,000.0000 148,000.00 1.000 148,000.00 S) 20 SIGNAL AND LIGHTING LS 102,000.0000 102,000.00 1.000 102,000.00 S) (STAGE CONSTRUCTION) LOCATION 2 21 SIGNAL AND LIGHTING LS 92,000.0000 92,000.00 1.000 92,000.00 S) (STAGE CONSTRUCTION) LOCATION 3 22 SIGNAL AND LIGHTING LS 36,000.0000 36,000.00 1.000 36,000.00 S) (STAGE CONSTRUCTION) LOCATION 4 23 LIGHTING AND SIGN ILLUMINATION LS 87,000.0000 87,000.00 1.000 87,000.00 S) (STAGE CONSTRUCTION) 24 LIGHTING (CITY STREET) LS 102,000.0000 102,000.00 0.014 1,428.00 1.000 102,000.00 S) 25 LIGHTING AND SIGN ILLUMINATION LS 285,000.0000 285,000.00 0.072 20,520.00 1.000 285,000.00 S) 26 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 7,000.0000 14,000.00 2.000 14,000.00 2.000 14,000.00 S) 27 TRAFFIC OPERATIONS SYSTEM-LOCATION 1 LS 87,000.0000 87,000.00 0.170 14,790.00 1.000 87,000.00 S) 28 TRAFFIC OPERATIONS SYSTEM-LOCATION 2 LS 69,000.0000 69,000.00 0.137 9,453.00 1.000 69,000.00 S) 29 TRAFFIC OPERATIONS SYSTEM-LOCATION 3 LS 127,000.0000 127,000.00 1.000 127,000.00 S) 30 CAMERA UNIT EA 7,700.0000 7,700.00 1.000 7,700.00 S) 31 PAN/TILT UNIT EA 4,100.0000 4,100.00 1.000 4,100.00 S) 32 CAMERA CONTROL UNIT EA 4,100.0000 4,100.00 0.100 410.00 1.000 4,100.00 S) 33 VIDEO ENCODER UNIT EA 25,000.0000 25,000.00 0.100 2,500.00 1.000 25,000.00 S) 34 VIDEO IMAGE SENSOR ASSEMBLY EA 9,200.0000 9,200.00 0.100 920.00 1.000 9,200.00 S) 35 INTEGRATED SERVICES DIGTAL NETWORK EA 1,500.0000 1,500.00 0.100 150.00 1.000 1,500.00 S) TERMINAL ADAPTOR UNIT 36 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 37 460 MM WELDED STEEL PIPE CASING M 180.0000 22,680.00 126.000 22,680.00 (WATER) 38 460 MM WELDED STEEL PIPE CASING M 180.0000 6,480.00 36.000 6,480.00 (PG&E) PROGRAM CAS145 PAGE 10 DATE 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-285524 TIME 01:44 PM ESTIMATE NO. 33 BID OPENING 06/13/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: SULEIMAN, MOHAMAD DATE OF THIS ESTIMATE 04/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 500 MM WELDED STEEL PIPE CASING M 204.0000 29,172.00 143.000 29,172.00 (PACIFIC BELL) 40 660 MM WELDED STEEL PIPE CASING M 265.0000 9,805.00 37.000 9,805.00 (WATER) 41 300 MM CEMENT LINED WELDED STEEL PIPE M 475.0000 66,975.00 141.000 66,975.00 (ALAMEDA COUNTY WATER DISTRICT) 42 300 MM CEMENT LINED WELDED STEEL PIPE M 475.0000 135,850.00 286.000 135,850.00 (CITY) 43 460 MM CEMENT LINED WELDED STEEL PIPE M 525.0000 72,975.00 139.000 72,975.00 (ALAMEDA COUNTY WATER DISTRICT) 44 ASPHALTIC EMULSION (CURING SEAL) TONN 1.0000 95.00 35.500 35.50 45 ELECTRONIC MOBILE DAILY DIARY COMPUTER LS 15,000.0000 15,000.00 0.727 10,905.00 1.000 15,000.00 SYSTEM DATA DELIVERY PROGRAM CAS145 PAGE 11 DATE 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-285524 TIME 01:44 PM ESTIMATE NO. 33 BID OPENING 06/13/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: SULEIMAN, MOHAMAD DATE OF THIS ESTIMATE 04/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 562,213.92 25,083,786.06 ADJUSTMENT OF COMPENSATION 0.00 1,505,400.32 EXTRA WORK 20,164.50 1,505,918.19 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 582,378.42 28,095,104.57 46 MOBILIZATION LS 2050,000.0000 2,050,000.00 1.000 2,050,000.00 ORIGINAL CONTRACT AMOUNT 29,931,077.38 TOTAL WORK COMPLETED 582,378.42 30,145,104.57 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -10,300.00 TOTAL 572,378.42 30,134,804.57 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 073 BRIDGE REMOVAL, LOCATION A 74,700.00 75,000.00 300.00 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 07/26/01 1350 08/10/01 08/10/01 04/04/07 608 59 -27 21 93% 100% PROGRESS UNSATISFACTORY SULEIMAN, MOHAMAD RESIDENT ENGINEER PROGRAM CAS145 PAGE 8 DATE 04/20/04