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 03/20/02 EST. NO.08 TIME 12:00 PM R.E. NAME: SULIEMAN, MOHAMMAD 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 0027 794.96 E.W. @ F.A.(+) 111201 N 1S 0 0028 879.90 012502 N 3S 0 0029 326.14 012802 N 4S 0 0030 215.08 011502 N 108 0 0031 215.08 020402 N 109 0 0032 215.08 020502 N 111 0 0033 215.08 020602 N 112 0 0034 115.13 021302 N 119 0 0035 184.21 021402 N 120 0 0036 184.21 021202 N 121 0 005 0011 368.41 E.W. @ F.A.(+) 020702 N 113 0 0012 368.41 020802 N 114 0 006 0008 98.35 E.W. @ F.A.(+) 090601 N 5S 0 0009 803.60 090501 N 7S 0 0010 98.35 090501 N 6S 0 0011 1,101.55 090701 N 10S 0 0012 521.24 090701 N 9S 0 0013 781.88 090601 N 8S 0 0014 347.53 090801 N 11S 0 0015 589.01 090801 N 12S 0 007 0008 70.83 E.W. @ F.A.(+) 021502 N 122 0 0009 70.83 022202 N 131 0 0010 70.83 020602 N 118 0 012 0001 -2,552.33 A.C. @ L.S.(-) 012502 N 0001 0 0002 -11,221.97 021502 N 0002 0 013 0001 15,260.00 A.C. @ L.S.(+) 022502 N . 0 015 0002 2,273.04 E.W. @ U.P (+) 020602 N . 0 019 0016 93.25 E.W. @ F.A.(+) 020502 N 110 0 0017 316.24 021902 N 127 0 0018 93.25 012802 N 128 0 0019 93.25 012902 N 129 0 0020 93.25 022002 N 130 0 0021 93.25 022502 N 132 0 027 0001 129.77 E.W. @ F.A.(+) 012202 N 25S 0 0002 609.30 010702 N 20S 0 0003 573.32 020802 N 23S 0 0004 251.52 012402 N 24S 0 14,740.83 TOTAL THIS ESTIMATE 390,608.44 TOTAL PREVIOUS ESTIMATE 405,349.27 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 03/20/02 EST. NO.08 TIME 12:00 PM R.E. NAME: SULIEMAN, MOHAMMAD 04-285524 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 03/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-285524 TIME 12:00 PM ESTIMATE NO. 08 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 03/20/02 R.E. NAME: SULIEMAN, MOHAMMAD DATE OF THIS ESTIMATE 03/20/02 LOCATION 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 TEMPORARY CREEK DIVERSION SYSTEM LS 357,000.0000 357,000.00 0.400 142,800.00 002 PROGRESS SCHEDULE (CRITICAL PATH) LS 39,100.0000 39,100.00 0.500 19,550.00 003 TIME-RELATED OVERHEAD WDAY 3,430.0000 2058,000.00 20.000 68,600.00 114.000 391,020.00 004 HEALTH AND SAFETY PLAN LS 14,280.0000 14,280.00 1.000 14,280.00 005 PREPARE STORM WATER POLLUTION LS 4,845.0000 4,845.00 0.750 3,633.75 PREVENTION PLAN 006 WATER POLLUTION CONTROL LS 30,000.0000 30,000.00 0.011 330.00 0.134 4,020.00 007 TEMPORARY COVER LS 14,100.0000 14,100.00 0.050 705.00 008 TEMPORARY DRAINAGE INLET PROTECTION EA 187.0000 5,610.00 0.000 0.00 009 TEMPORARY CONCRETE WASHOUT FACILITY LS 30,000.0000 30,000.00 0.070 2,100.00 010 TEMPORARY ENTRANCE/EXIT LS 10,000.0000 10,000.00 0.175 1,750.00 011 DRAINAGE INLET PROTECTION EA 190.0000 16,340.00 0.000 0.00 012 FLARED END SECTION PROTECTION EA 165.0000 2,145.00 2.000 330.00 013 TEE DISSIPATOR PROTECTION EA 170.0000 1,020.00 0.000 0.00 014 TEMPORARY SILT FENCE M 5.2500 13,125.00 64.000 336.00 1,342.000 7,045.50 015 TEMPORARY EROSION CONTROL M2 0.7000 12,390.00 7,915.000 5,540.50 016 TEMPORARY SAND BAG EA 10.0000 120.00 0.000 0.00 017 TEMPORARY MINOR CONCRETE M3 1,525.0000 48,800.00 1.130 1,723.25 7.664 11,687.60 (MINOR STRUCTURE) 018 TEMPORARY MINOR CONCRETE M3 225.0000 675.00 0.000 0.00 (BACKFILL) 019 TEMPORARY 300 MM ALTERNATIVE PIPE M 125.0000 28,750.00 24.500 3,062.50 24.500 3,062.50 CULVERT (TYPE A) 020 TEMPORARY 300 MM ALTERNATIVE PIPE M 75.0000 1,200.00 0.000 0.00 CULVERT (TYPE B) 021 TEMPORARY 300 MM ALTERNATIVE PIPE M 100.0000 34,000.00 163.480 16,348.00 CULVERT (TYPE C) 022 TEMPORARY 300 MM ALTERNATIVE PIPE M 75.0000 1,500.00 0.000 0.00 CULVERT (TYPE D) PROGRAM CAS145 PAGE 2 DATE 03/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-285524 TIME 12:00 PM ESTIMATE NO. 08 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 03/20/02 R.E. NAME: SULIEMAN, MOHAMMAD DATE OF THIS ESTIMATE 03/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY 450 MM ALTERNATIVE PIPE M 300.0000 300.00 12.200 3,660.00 CULVERT (TYPE C) 024 TEMPORARY 450 MM ALTERNATIVE PIPE M 200.0000 6,000.00 0.000 0.00 CULVERT (TYPE D) 025 TEMPORARY 600 MM ALTERNATIVE PIPE M 350.0000 350.00 0.000 0.00 CULVERT (TYPE C) 026 TEMPORARY 450 MM REINFORCED CONCRETE M 125.0000 8,000.00 25.800 3,225.00 PIPE 027 TEMPORARY 300 MM SLOTTED CORRUGATED M 220.0000 99,000.00 230.720 50,758.40 STEEL PIPE (2.77 MM THICK) 028 TEMPORARY 300 MM CORRUGATED STEEL PIPE M 75.0000 2,700.00 0.000 0.00 DOWNDRAIN (2.01 MM THICK) 029 TEMPORARY 300 MM ANCHOR ASSEMBLY EA 650.0000 5,850.00 0.000 0.00 030 TEMPORARY 300 MM ALTERNATIVE FLARED END EA 600.0000 5,400.00 1.700 1,020.00 SECTION 031 TEMPORARY 450 MM ALTERNATIVE FLARED END EA 350.0000 1,400.00 1.400 490.00 SECTION 032 TEMPORARY TIMBER COVER EA 300.0000 1,200.00 0.000 0.00 033 TEMPORARY TIMBER BULKHEAD EA 1,000.0000 1,000.00 0.000 0.00 034 TEMPORARY MISCELLANEOUS IRON AND STEEL KG 2.0400 8,976.00 207.200 422.69 932.400 1,902.10 (S) 035 CONSTRUCTION AREA SIGNS LS 28,800.0000 28,800.00 0.480 13,824.00 (S) 036 TRAFFIC CONTROL SYSTEM LS 142,760.0000 142,760.00 0.010 1,427.60 0.190 27,124.40 (S) 037 TYPE II BARRICADE EA 26.0000 61,620.00 0.000 0.00 (S) 038 TYPE III BARRICADE EA 87.0000 3,045.00 3.000 261.00 3.000 261.00 (S) 039 CHANNELIZER (SURFACE MOUNTED) EA 26.0000 22,100.00 23.000 598.00 (S) 040 TEMPORARY RAILING (TYPE K) M 28.0000 232,400.00 51.000 1,428.00 2,252.970 63,083.16 041 TEMPORARY CRASH CUSHION MODULE EA 183.0000 34,770.00 45.000 8,235.00 (S) 042 ABANDON CULVERT EA 1,230.0000 17,220.00 0.000 0.00 043 ABANDON INLET EA 750.0000 4,500.00 0.000 0.00 044 OBLITERATE SURFACING M2 3.0000 3,870.00 0.000 0.00 045 REMOVE FENCE M 3.5000 6,020.00 1,376.000 4,816.00 046 REMOVE FLARED END SECTION EA 150.0000 1,350.00 1.000 150.00 1.000 150.00 047 REMOVE PAINTED TRAFFIC STRIPE M 1.2200 6,441.60 2,050.500 2,501.61 048 REMOVE PAINTED TRAFFIC STRIPE M 2.4500 11,000.50 1,328.000 3,253.60 (YELLOW) 049 REMOVE PAINTED TRAFFIC STRIPE M 1.2200 475.80 59.000 71.98 (200 MM WHITE) PROGRAM CAS145 PAGE 3 DATE 03/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-285524 TIME 12:00 PM ESTIMATE NO. 08 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 03/20/02 R.E. NAME: SULIEMAN, MOHAMMAD DATE OF THIS ESTIMATE 03/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE PAINTED PAVEMENT MARKING M2 24.4800 4,161.60 0.000 0.00 051 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.4500 759.50 0.000 0.00 052 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 30.6000 91.80 0.000 0.00 053 REMOVE PAVEMENT MARKER EA 1.2200 4,416.40 1,694.000 2,066.68 054 REMOVE ROADSIDE SIGN (WOOD POST) EA 97.0000 6,596.00 0.000 0.00 055 REMOVE ROADSIDE SIGN EA 51.0000 765.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 056 REMOVE SIGN STRUCTURE (TRUSS) EA 2,040.0000 4,080.00 0.000 0.00 057 REMOVE BRIDGE MOUNTED SIGN EA 2,040.0000 2,040.00 0.000 0.00 058 REMOVE CULVERT M 80.0000 10,400.00 0.000 0.00 059 REMOVE INLET EA 500.0000 500.00 0.000 0.00 060 REMOVE HEADWALL EA 750.0000 1,500.00 1.000 750.00 061 SALVAGE DOUBLE THRIE BEAM BARRIER M 53.7100 23,095.30 0.000 0.00 062 SALVAGE METAL BEAM GUARD RAILING M 27.5400 8,812.80 134.250 3,697.25 063 SALVAGE CONCRETE BARRIER (TYPE K) M 19.0000 10,640.00 100.500 1,909.50 100.500 1,909.50 064 RECONSTRUCT CHAIN LINK FENCE M 33.5000 42,210.00 0.000 0.00 065 RELOCATE ROADSIDE SIGN EA 433.0000 1,732.00 0.000 0.00 066 RELOCATE SIGN STRUCTURE (TRUSS) EA 3,570.0000 7,140.00 1.000 3,570.00 067 ADJUST INLET EA 1,450.0000 2,900.00 0.000 0.00 068 ADJUST MANHOLE TO GRADE EA 627.5000 1,882.50 0.000 0.00 069 MODIFY INLET TO MANHOLE EA 1,660.0000 1,660.00 0.000 0.00 070 PLANE ASPHALT CONCRETE PAVEMENT M2 2.6000 22,126.00 0.000 0.00 (S) 071 REMOVE CONCRETE M3 75.0000 15,000.00 0.000 0.00 072 REMOVE CONCRETE BARRIER M 55.0000 70,400.00 0.000 0.00 073 BRIDGE REMOVAL, LOCATION A LS 75,000.0000 75,000.00 0.000 0.00 074 BRIDGE REMOVAL, LOCATION B LS 80,000.0000 80,000.00 0.000 0.00 075 BRIDGE REMOVAL (PORTION) LS 5,000.0000 5,000.00 1.000 5,000.00 076 SALVAGE CRASH CUSHION EA 2,200.0000 2,200.00 0.500 1,100.00 0.500 1,100.00 PROGRAM CAS145 PAGE 4 DATE 03/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-285524 TIME 12:00 PM ESTIMATE NO. 08 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 03/20/02 R.E. NAME: SULIEMAN, MOHAMMAD DATE OF THIS ESTIMATE 03/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 CLEARING AND GRUBBING LS 36,000.0000 36,000.00 0.850 30,600.00 078 DEVELOP WATER SUPPLY LS 27,000.0000 27,000.00 0.033 891.00 0.189 5,103.00 079 ROADWAY EXCAVATION M3 9.1800 449,820.00 4,429.800 40,665.56 5,785.800 53,113.64 080 EXCAVATION (TYPE R) M3 650.0000 45,500.00 70.000 45,500.00 081 STRUCTURE EXCAVATION (BRIDGE) M3 51.0000 101,235.00 2,083.000 106,233.00 (F) 082 STRUCTURE EXCAVATION (TYPE A) M3 255.0000 200,175.00 0.000 0.00 (F) 083 STRUCTURE EXCAVATION (RETAINING WALL) M3 16.1400 15,736.50 0.000 0.00 (F) 084 STRUCTURE BACKFILL (BRIDGE) M3 46.0000 16,330.00 0.000 0.00 (F) 085 STRUCTURE BACKFILL (BRIDGE) M3 183.6000 246,024.00 0.000 0.00 (F) (LIGHTWEIGHT AGGREGATE) 086 STRUCTURE BACKFILL (RETAINING WALL) M3 43.2600 70,081.20 0.000 0.00 (F) 087 STRUCTURE BACKFILL (RETAINING WALL) M3 68.0000 27,132.00 0.000 0.00 (F) (LIGHTWEIGHT AGGREGATE) 088 PERVIOUS BACKFILL MATERIAL (RETAINING M3 75.0000 5,625.00 0.000 0.00 (F) WALL) 089 BEDDING MATERIAL M3 50.0000 2,450.00 0.000 0.00 090 DITCH EXCAVATION M3 16.0000 47,520.00 74.700 1,195.20 091 EARTH RETAINING STRUCTURE, LOCATION E M2 523.0000 245,810.00 0.000 0.00 (F) 092 EARTH RETAINING STRUCTURE, LOCATION F M2 528.0000 628,320.00 630.000 332,640.00 1,012.000 534,336.00 (F) 093 IMPORTED BORROW M3 6.5000 1046,500.00 2,087.400 13,568.10 54,011.300 351,073.45 094 IMPORTED BORROW (LIGHTWEIGHT AGGREGATE) M3 54.2500 3309,250.00 0.000 0.00 095 LIGHTWEIGHT AGGREGATE M3 77.5000 68,200.00 0.000 0.00 (GEOSYNTHETIC REINFORCED EMBANKMENT) 096 GEOSYNTHETIC REINFORCEMENT MATERIAL M2 6.5000 44,200.00 0.000 0.00 097 HIGHWAY PLANTING LS 30,600.0000 30,600.00 0.000 0.00 (S) 098 ROCK BLANKET M2 46.5000 51,150.00 0.000 0.00 (S) 099 EROSION CONTROL (BLANKET) M2 3.4600 15,916.00 0.000 0.00 (S) 100 JUTE MESH M2 3.1400 43,960.00 0.000 0.00 (S) 101 EROSION CONTROL (MULCH) M3 48.3500 53,185.00 0.000 0.00 (S) 102 FIBER ROLLS M 14.2000 75,970.00 0.000 0.00 (S) 103 PLANT ESTABLISHMENT WORK LS 30,600.0000 30,600.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 5 DATE 03/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-285524 TIME 12:00 PM ESTIMATE NO. 08 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 03/20/02 R.E. NAME: SULIEMAN, MOHAMMAD DATE OF THIS ESTIMATE 03/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 IRRIGATION SYSTEMS LS 77,520.0000 77,520.00 0.005 387.60 105 NPS 3 SUPPLY LINE (BRIDGE) M 133.0000 37,240.00 32.000 4,256.00 106 WATER METER EA 1,100.0000 1,100.00 0.000 0.00 (S) 107 200 MM CORRUGATED HIGH DENSITY M 120.0000 22,800.00 25.000 3,000.00 25.000 3,000.00 (S) POLYETHYLENE PIPE CONDUIT 108 200 MM WELDED STEEL PIPE CONDUIT M 230.0000 9,200.00 0.000 0.00 (S) (6.35 MM THICK) 109 CLASS 4 AGGREGATE SUBBASE M3 26.5000 967,250.00 1,365.000 36,172.50 7,515.000 199,147.50 110 CLASS 3 AGGREGATE BASE M3 35.5000 246,015.00 359.300 12,755.15 111 CEMENT TREATED BASE (CLASS A MODIFIED) M3 93.2500 1324,150.00 2,840.500 264,876.63 112 ASPHALT TREATED PERMEABLE BASE M3 115.0000 483,000.00 0.000 0.00 113 ASPHALT CONCRETE (TYPE A) TONN 52.8500 2959,600.00 6,727.440 355,545.20 114 ASPHALT CONCRETE (OPEN GRADED) TONN 59.5000 426,020.00 0.000 0.00 115 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 3,000.00 0.000 0.00 AREA) 116 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.5000 455.00 0.000 0.00 117 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.5000 665.00 0.000 0.00 118 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 3.5000 10,570.00 0.000 0.00 119 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.5000 6,615.00 0.000 0.00 120 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.5000 735.00 0.000 0.00 121 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 122 FURNISH PILING (CLASS 900C)(ALT X) M 37.7500 93,771.00 0.000 0.00 123 DRIVE PILING (CLASS 900C)(ALT X) EA 1,326.0000 139,230.00 0.000 0.00 (S) 124 FURNISH PILING (CLASS 625C)(ALT X) M 36.7200 139,756.32 838.110 30,775.40 3,203.227 117,622.50 125 DRIVE PILING (CLASS 625C)(ALT X) EA 1,326.0000 233,376.00 39.000 51,714.00 150.000 198,900.00 (S) 126 FURNISH PILING (CLASS 400C)(ALT X) M 40.8000 93,432.00 292.750 11,944.20 676.000 27,580.80 127 DRIVE PILING (CLASS 400C)(ALT X) EA 1,326.0000 129,948.00 14.000 18,564.00 34.000 45,084.00 (S) 128 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 153.0000 654,840.00 3,137.818 480,086.15 PILING (610 MM) 129 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 4,080.0000 669,120.00 119.000 485,520.00 (S) PILE (610 MM) 130 PRESTRESSING CAST-IN-PLACE CONCRETE LS 153,000.0000 153,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 6 DATE 03/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-285524 TIME 12:00 PM ESTIMATE NO. 08 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 03/20/02 R.E. NAME: SULIEMAN, MOHAMMAD DATE OF THIS ESTIMATE 03/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 SEAL COURSE CONCRETE M3 296.0000 35,520.00 0.000 0.00 132 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 280.5000 176,995.50 223.000 62,551.50 358.000 100,419.00 (F) 133 STRUCTURAL CONCRETE, BRIDGE M3 319.0000 1736,317.00 213.400 68,074.60 495.430 158,042.17 (F) 134 STRUCTURAL CONCRETE, RETAINING WALL M3 331.5000 45,747.00 0.000 0.00 (F) 135 STRUCTURAL CONCRETE, APPROACH SLAB M3 510.0000 467,160.00 0.000 0.00 (F) (TYPE N) 136 CLASS 2 CONCRETE (BOX CULVERT) M3 500.0000 297,500.00 454.000 227,000.00 (F) 137 CLASS 1 CONCRETE (RETAINING WALL) M3 331.0000 119,160.00 0.000 0.00 138 MINOR CONCRETE (MINOR STRUCTURE) M3 1,525.0000 176,747.50 5.080 7,747.00 21.070 32,131.75 (F) 139 MINOR CONCRETE (BACKFILL) M3 131.0000 4,847.00 8.500 1,113.50 17.460 2,287.26 140 ARCHITECTURAL TREATMENT M2 102.0000 42,228.00 0.000 0.00 (F) 141 JOINT SEAL (MR 15 MM) M 82.0000 11,480.00 0.000 0.00 (S) 142 JOINT SEAL ASSEMBLY (MR 60 MM) M 433.0000 31,176.00 0.000 0.00 (S) 143 JOINT SEAL (MR 50 MM) M 153.0000 3,825.00 0.000 0.00 144 BAR REINFORCING STEEL (BRIDGE) KG 1.0700 802,286.00 68,538.000 73,335.66 130,159.000 139,270.13 (SF) 145 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2800 48,614.40 0.000 0.00 (SF) 146 BAR REINFORCING STEEL (BOX CULVERT) KG 1.1700 93,717.00 61,290.000 71,709.30 (SF) 147 BAR REINFORCING STEEL (EPOXY COATED) KG 2.0400 6,430.08 2,367.000 4,828.68 (SF)(BRIDGE) 148 FURNISH SIGN STRUCTURE (TRUSS) KG 4.7900 129,540.76 0.000 0.00 (F) 149 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5600 15,144.64 0.000 0.00 (SF) 150 920 MM CAST-IN-DRILLED-HOLE M 987.3600 42,456.48 11.000 10,860.96 (S) CONCRETE PILE (SIGN FOUNDATION) 151 ROADSIDE SIGN - ONE POST EA 255.0000 11,730.00 0.000 0.00 152 ROADSIDE SIGN - TWO POST EA 688.0000 12,384.00 0.000 0.00 153 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 117.0000 1,053.00 0.000 0.00 METHOD) 154 INSTALL SIGN OVERLAY M2 204.0000 204.00 0.000 0.00 155 INSTALL SIGN PANEL ON EXISTING FRAME M2 153.0000 2,601.00 0.000 0.00 (S) 156 CLEAN AND PAINT STEEL PILING LS 102,000.0000 102,000.00 0.000 0.00 (S) 157 300 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 133.0000 21,280.00 40.000 5,320.00 180.000 23,940.00 PROGRAM CAS145 PAGE 7 DATE 03/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-285524 TIME 12:00 PM ESTIMATE NO. 08 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 03/20/02 R.E. NAME: SULIEMAN, MOHAMMAD DATE OF THIS ESTIMATE 03/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 300 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 113.0000 3,503.00 0.000 0.00 159 300 MM ALTERNATIVE PIPE CULVERT (TYPE C) M 107.0000 12,840.00 18.600 1,990.20 160 300 MM ALTERNATIVE PIPE CULVERT M 129.0000 3,354.00 0.000 0.00 (TYPE D) 161 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 124.0000 101,680.00 128.200 15,896.80 602.800 74,747.20 162 450 MM ALTERNATIVE PIPE CULVERT M 135.0000 39,150.00 14.900 2,011.50 (TYPE C) 163 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 155.0000 31,000.00 28.900 4,479.50 28.900 4,479.50 164 450 MM ALTERNATIVE PIPE CULVERT M 151.0000 39,260.00 0.000 0.00 (TYPE D) 165 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 158.0000 36,340.00 227.500 35,945.00 166 600 MM ALTERNATIVE PIPE CULVERT (TYPE C) M 176.0000 39,600.00 44.800 7,884.80 167 900 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 500.0000 6,500.00 20.000 10,000.00 20.000 10,000.00 168 300 MM REINFORCED CONCRETE PIPE M 210.0000 2,100.00 0.000 0.00 169 450 MM REINFORCED CONCRETE PIPE M 160.0000 16,000.00 0.000 0.00 170 300 MM CORRUGATED STEEL PIPE M 100.0000 6,000.00 0.000 0.00 (2.01 MM THICK) 171 450 MM CORRUGATED STEEL PIPE M 230.0000 2,530.00 0.000 0.00 (2.77 MM THICK) 172 300 MM SLOTTED CORRUGATED STEEL PIPE M 277.0000 69,250.00 0.000 0.00 (2.77 MM THICK) 173 80 MM PLASTIC PIPE (EDGE DRAIN) M 12.0000 31,440.00 0.000 0.00 174 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 90.0000 36,900.00 0.000 0.00 175 FILTER FABRIC M2 0.6500 17,550.00 0.000 0.00 176 CLASS 1 PERMEABLE MATERIAL M3 100.0000 150.00 0.000 0.00 177 300 MM ANCHOR ASSEMBLY EA 71.0000 639.00 0.000 0.00 178 GRATED LINE DRAIN M 505.0000 5,050.00 0.000 0.00 179 300 MM ALTERNATIVE FLARED END SECTION EA 72.0000 360.00 0.000 0.00 180 450 MM ALTERNATIVE FLARED END SECTION EA 104.0000 312.00 0.000 0.00 181 600 MM ALTERNATIVE FLARED END SECTION EA 134.0000 1,072.00 1.000 134.00 182 900 MM ALTERNATIVE FLARED END SECTION EA 372.0000 372.00 0.000 0.00 183 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 125.0000 4,000.00 0.000 0.00 184 CONCRETE (SLOPE PROTECTION) M3 350.0000 161,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 03/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-285524 TIME 12:00 PM ESTIMATE NO. 08 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 03/20/02 R.E. NAME: SULIEMAN, MOHAMMAD DATE OF THIS ESTIMATE 03/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 CONCRETE (CONCRETED-ROCK SLOPE M3 370.0000 2,960.00 0.000 0.00 PROTECTION) 186 CONCRETED-ROCK SLOPE PROTECTION M3 500.0000 15,000.00 0.000 0.00 (COBBLE, METHOD B) 187 SLOPE PAVING (MASONRY BLOCK) M2 163.0000 105,950.00 0.000 0.00 (F) 188 ROCK SLOPE PROTECTION FABRIC (TYPE B) M2 0.9500 294.50 0.000 0.00 189 MINOR CONCRETE (CURB) M3 581.0000 8,715.00 0.000 0.00 (F) 190 MINOR CONCRETE (MISCELLANEOUS M3 405.0000 157,950.00 0.000 0.00 CONSTRUCTION) 191 MISCELLANEOUS IRON AND STEEL KG 2.0400 24,412.68 592.000 1,207.68 592.000 1,207.68 (SF) 192 MISCELLANEOUS METAL (BRIDGE) KG 6.6300 44,314.92 0.000 0.00 (SF) 193 CHAIN LINK FENCE (TYPE CL-1.8, M 33.5000 56,615.00 0.000 0.00 (S) VINYL-CLAD) 194 DELINEATOR (CLASS 1) EA 36.0000 5,400.00 0.000 0.00 195 OBJECT MARKER (TYPE L-1) EA 36.0000 504.00 0.000 0.00 196 METAL BEAM GUARD RAILING (WOOD POST) M 56.1000 26,367.00 0.000 0.00 (S) 197 CHAIN LINK RAILING (TYPE 7) M 100.0000 65,100.00 0.000 0.00 (SF) 198 CONCRETE BARRIER (TYPE K) M 55.0000 18,150.00 0.000 0.00 199 CONCRETE BARRIER (TYPE 25A) M 204.0000 26,520.00 0.000 0.00 200 CONCRETE BARRIER (TYPE 25 MODIFIED) M 199.0000 155,419.00 0.000 0.00 (F) 201 CONCRETE BARRIER (TYPE 26 MODIFIED) M 286.0000 72,930.00 0.000 0.00 (F) 202 END SECTION EA 102.0000 918.00 0.000 0.00 (S) 203 TERMINAL SYSTEM (TYPE SRT) EA 1,938.0000 38,760.00 0.000 0.00 (S) 204 CRASH CUSHION, SAND FILLED EA 4,069.0000 4,069.00 0.000 0.00 (S) 205 CONCRETE BARRIER (TYPE 60) M 151.0000 243,110.00 0.000 0.00 206 CONCRETE BARRIER (TYPE 60A) M 161.0000 17,549.00 0.000 0.00 (F) 207 CONCRETE BARRIER (TYPE 60C) M 204.0000 142,800.00 0.000 0.00 208 CONCRETE BARRIER (TYPE 60E) M 480.0000 29,760.00 0.000 0.00 209 THERMOPLASTIC PAVEMENT MARKING M2 36.7200 11,750.40 0.000 0.00 (S) 210 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2200 4,148.00 0.000 0.00 (S) 211 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2200 756.40 0.000 0.00 (S) (BROKEN 3.66 M - 0.92 M) PROGRAM CAS145 PAGE 9 DATE 03/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-285524 TIME 12:00 PM ESTIMATE NO. 08 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 03/20/02 R.E. NAME: SULIEMAN, MOHAMMAD DATE OF THIS ESTIMATE 03/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2200 341.60 0.000 0.00 (S) (BROKEN 5.18 M - 2.14 M) 213 PAINT TRAFFIC STRIPE (2-COAT) M 0.4900 18,130.00 5,250.400 2,572.70 (S) 214 PAINT PAVEMENT MARKING (2-COAT) M2 24.4800 4,651.20 0.000 0.00 (S) 215 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.9400 17,848.00 1,298.000 2,518.12 (S) 216 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.6700 17,799.50 525.000 1,926.75 (S) 217 SIGNAL AND LIGHTING (LOCATION 1) LS 82,000.0000 82,000.00 0.033 2,706.00 0.033 2,706.00 (S) 218 SIGNAL AND LIGHTING (LOCATION 2) LS 133,000.0000 133,000.00 0.000 0.00 (S) 219 SIGNAL AND LIGHTING (LOCATION 3) LS 148,000.0000 148,000.00 0.000 0.00 (S) 220 SIGNAL AND LIGHTING LS 102,000.0000 102,000.00 0.007 714.00 (S) (STAGE CONSTRUCTION) LOCATION 2 221 SIGNAL AND LIGHTING LS 92,000.0000 92,000.00 0.208 19,136.00 0.277 25,484.00 (S) (STAGE CONSTRUCTION) LOCATION 3 222 SIGNAL AND LIGHTING LS 36,000.0000 36,000.00 0.000 0.00 (S) (STAGE CONSTRUCTION) LOCATION 4 223 LIGHTING AND SIGN ILLUMINATION LS 87,000.0000 87,000.00 0.222 19,314.00 (S) (STAGE CONSTRUCTION) 224 LIGHTING (CITY STREET) LS 102,000.0000 102,000.00 0.000 0.00 (S) 225 LIGHTING AND SIGN ILLUMINATION LS 285,000.0000 285,000.00 0.017 4,845.00 0.145 41,325.00 (S) 226 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 7,000.0000 14,000.00 0.000 0.00 (S) 227 TRAFFIC OPERATIONS SYSTEM-LOCATION 1 LS 87,000.0000 87,000.00 0.000 0.00 (S) 228 TRAFFIC OPERATIONS SYSTEM-LOCATION 2 LS 69,000.0000 69,000.00 0.000 0.00 (S) 229 TRAFFIC OPERATIONS SYSTEM-LOCATION 3 LS 127,000.0000 127,000.00 0.000 0.00 (S) 230 CAMERA UNIT EA 7,700.0000 7,700.00 0.000 0.00 (S) 231 PAN/TILT UNIT EA 4,100.0000 4,100.00 0.000 0.00 (S) 232 CAMERA CONTROL UNIT EA 4,100.0000 4,100.00 0.000 0.00 (S) 233 VIDEO ENCODER UNIT EA 25,000.0000 25,000.00 0.000 0.00 (S) 234 VIDEO IMAGE SENSOR ASSEMBLY EA 9,200.0000 9,200.00 0.000 0.00 (S) 235 INTEGRATED SERVICES DIGTAL NETWORK EA 1,500.0000 1,500.00 0.000 0.00 (S) TERMINAL ADAPTOR UNIT 236 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 237 460 MM WELDED STEEL PIPE CASING M 180.0000 22,680.00 0.000 0.00 (WATER) 238 460 MM WELDED STEEL PIPE CASING M 180.0000 6,480.00 0.000 0.00 (PG&E) PROGRAM CAS145 PAGE 10 DATE 03/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-285524 TIME 12:00 PM ESTIMATE NO. 08 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 03/20/02 R.E. NAME: SULIEMAN, MOHAMMAD DATE OF THIS ESTIMATE 03/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 500 MM WELDED STEEL PIPE CASING M 204.0000 29,172.00 0.000 0.00 (PACIFIC BELL) 240 660 MM WELDED STEEL PIPE CASING M 265.0000 9,805.00 0.000 0.00 (WATER) 241 300 MM CEMENT LINED WELDED STEEL PIPE M 475.0000 66,975.00 0.000 0.00 (ALAMEDA COUNTY WATER DISTRICT) 242 300 MM CEMENT LINED WELDED STEEL PIPE M 475.0000 135,850.00 0.000 0.00 (CITY) 243 460 MM CEMENT LINED WELDED STEEL PIPE M 525.0000 72,975.00 0.000 0.00 (ALAMEDA COUNTY WATER DISTRICT) 244 ASPHALTIC EMULSION (CURING SEAL) TONN 1.0000 95.00 11.900 11.90 245 ELECTRONIC MOBILE DAILY DIARY COMPUTER LS 15,000.0000 15,000.00 0.020 300.00 0.051 765.00 SYSTEM DATA DELIVERY PROGRAM CAS145 PAGE 11 DATE 03/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-285524 TIME 12:00 PM ESTIMATE NO. 08 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 03/20/02 R.E. NAME: SULIEMAN, MOHAMMAD DATE OF THIS ESTIMATE 03/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 897,398.54 5,155,082.95 ADJUSTMENT OF COMPENSATION 1,485.70 307,718.42 EXTRA WORK 13,255.13 97,630.85 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 912,139.37 5,560,432.22 246 MOBILIZATION LS 2050,000.0000 2050,000.00 0.750 1,537,500.00 ORIGINAL CONTRACT AMOUNT 29,931,077.38 TOTAL WORK COMPLETED 912,139.37 7,097,932.22 MATERIALS ON HAND ON SITE 217,690.03 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 912,139.37 7,305,622.25 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 01/26/04 114 35 -27 0 25% 20% PROGRESS IS SATISFACTORY SULIEMAN, MOHAMMAD RESIDENT ENGINEER PROGRAM CAS145 PAGE 6 DATE 03/20/02