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 08/19/11 EST. NO.32 TIME 12:47 PM R.E. NAME: ALAM, MAHFUAL 08-472304 --------------------------------------------------------------------------- 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 0174 1,202.30 E.W. @ F.A.(+) 051411 N 0663.1 0177 367.38 062811 N 0700.0 0178 2,495.15 062911 N 0701.0 0182 981.33 012611 N 0706.0 0183 550.28 063011 N 0712.0 003 0016 662.50 A.C. @ F.A.(+) 041910 N 0729.0 016 0154 1,001.26 E.W. @ F.A.(+) 060211 N 0686.0 0155 1,557.17 060311 N 0687.0 0156 4,315.75 060611 N 0689.0 0157 1,622.08 061411 N 0690.0 0158 825.91 061511 N 0691.0 022 0019 8,699.58 E.W. @ F.A.(+) 082310 N 0680.0 0022 540.23 022211 N 0707.0 0024 404.43 050911 N 0717.0 0027 2,099.66 062911 N 0726.0 0029 461.45 062411 N 0723.0 026 0003 4,351.20 A.C. @ U.P.(+) 051711 N 2011 0 0004 -37,456.38 A.C. @ U.P.(-) 110110 N 2012 0 0005 -1,463.63 042010 N 2013 0 0006 -46,736.25 121410 N 2014 0 038 0048 3,861.31 A.C. @ F.A.(+) 061511 N 0692.0 0049 1,180.36 061611 N 0694.0 0050 4,193.68 061711 N 0695.0 0051 1,534.83 062211 N 0697.0 0052 2,617.86 062711 N 0699.0 048 0025 6,313.06 E.W. @ F.A.(+) 082110 N 0714.0 0026 4,671.32 082010 N 0715.0 0027 4,709.03 081910 N 0716.0 053 0006 1,576.53 E.W. @ F.A.(+) 061011 N 0684.1 0007 1,279.67 060211 N 0685.1 0008 770.73 062911 N 0703.1 0009 1,288.00 062311 N 0704.1 0010 816.08 061711 N 0705.1 062 0018 2,357.91 E.W. @ F.A.(+) 052211 N 0672.0 0024 1,189.59 052511 N 0678.0 0025 6,877.40 052011 N 0670.0 0026 1,153.28 052311 N 0674.0 0027 5,691.27 052411 N 0676.0 0028 878.07 060611 N 0688.0 0029 692.78 061611 N 0693.0 0030 1,385.56 062011 N 0696.0 0031 6,742.81 051011 N 0657.0 0032 3,842.59 051111 N 0659.0 0033 4,890.27 051211 N 0661.0 0034 3,130.29 051511 N 0664.0 0035 4,892.54 051811 N 0666.0 0036 4,962.35 051911 N 0668.0 0037 493.52 052411 N 0708.0 0038 1,280.21 111910 N 0709.0 0039 2,155.57 111810 N 0710.0 0040 2,161.97 111710 N 0711.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 08/19/11 EST. NO.32 TIME 12:47 PM R.E. NAME: ALAM, MAHFUAL 08-472304 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0044 7,295.59 060711 N 0722.1 066 0001 6,167.18 E.W. @ F.A.(+) 062211 N 0713.0 0002 5,084.23 062911 N 0718.1 0003 3,983.00 062811 N 0724.1 0004 3,983.00 062811 N 0725.1 0005 7,443.67 063011 N 0727.1 069 0001 8,756.47 E.W. @ F.A.(+) 062411 N 0698.0 78,784.98 TOTAL THIS ESTIMATE 2,755,043.94 TOTAL PREVIOUS ESTIMATE 2,833,828.92 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 08/19/11 EST. NO.32 TIME 12:47 PM R.E. NAME: ALAM, MAHFUAL 08-472304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE OPENING CLOSURE -8,590.00 08 SWPPP NON-COMPLIANCE -121,094.30 21 SWPPP COMPLIANCE 121,094.30 23 OUT OF STATE INSPECT -7,500.00 25 PCC OUT OF COMP. -930.21 25 PCC THICKNESS DIF. -820.00 25 FINAL REPORT -10,000.00 31 SOLID WASTE REPORT -10,000.00 31 SOLID WASTE FORM RCV 10,000.00 32 10,000.00 -27,840.21 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -10,000.00 04 MISSING DOCUMENTS 10,000.00 06 MISSING DOCUMENTS -4,000.00 23 MISSING DOCUMENTS 4,000.00 24 0.00 0.00 TOTAL DEDUCTIONS 10,000.00 -27,840.21 PROGRAM CAS145 PAGE 1 DATE 08/19/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472304 TIME 12:47 PM ESTIMATE NO. 32 BID OPENING 11/13/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/11 R.E. NAME: ALAM, MAHFUAL DATE OF THIS ESTIMATE 08/19/11 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 08-RIV-10-R0.0/R8.2 ---------------------------------- BEADOR CONSTRUCTION CO., INC. IN RIVERSIDE COUNTY IN CALIMESA AND ATTN: MR. WOLFGANG DEIGADO BEAUMONT FROM COUNTY LINE ROAD 26320 LESTER CIRCLE UNDERCROSSING TO PENNSYLVANIA CORONA CA 92883 AVENUE UNDERCROSSING FED. AID NO. ACIM-102(254)86E CONSTRUCT BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,500.0000 3,500.00 1.000 3,500.00 002 TIME-RELATED OVERHEAD WDAY 1,400.0000 504,000.00 364.000 509,600.00 003 TEMPORARY FENCE M 24.0000 6,960.00 290.000 6,960.00 (S) 004 TEMPORARY FENCE (TYPE ESA) M 44.0000 3,168.00 72.000 3,168.00 005 CONSTRUCTION SITE MANAGEMENT LS 80,000.0000 80,000.00 1.000 80,000.00 006 PREPARE STORM WATER POLLUTION LS 5,250.0000 5,250.00 1.000 5,250.00 (S) PREVENTION PLAN 007 TEMPORARY FIBER ROLL M 20.0000 10,000.00 1,474.690 29,493.80 (S) 008 TEMPORARY GRAVEL BAG BERM M 34.0000 782.00 23.000 782.00 009 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,100.0000 16,800.00 16.000 33,600.00 (S) 010 TEMPORARY CONSTRUCTION ENTRANCE EA 3,100.0000 18,600.00 9.000 27,900.00 (S) 011 TEMPORARY CHECK DAM M 26.0000 11,960.00 430.000 11,180.00 (S) 012 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 88,000.00 340.000 68,000.00 (S) 013 STREET SWEEPING LS 105,000.0000 105,000.00 1.000 105,000.00 014 ASBESTOS CONTAINING MATERIAL REMOVAL LS 10,500.0000 10,500.00 1.000 10,500.00 (S) 015 CONSTRUCTION AREA SIGNS LS 80,000.0000 80,000.00 1.000 80,000.00 (S) 016 TRAFFIC CONTROL SYSTEM LS 796,159.7000 796,159.70 1.000 796,159.70 (S) 017 TYPE III BARRICADE EA 80.0000 2,560.00 32.000 2,560.00 (S) 018 TEMPORARY PAVEMENT MARKING (PAINT) M2 35.0000 1,050.00 44.120 1,544.20 (S) 019 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.1000 66,110.00 137,753.950 151,529.35 (S) 020 CHANNELIZER (SURFACE MOUNTED) EA 22.0000 15,180.00 539.000 11,858.00 (S) 021 FLASHING BEACON (PORTABLE) EA 1,750.0000 5,250.00 3.000 5,250.00 (S) 022 TEMPORARY PAVEMENT MARKER EA 4.2500 82,450.00 21,543.000 91,557.75 (S) PROGRAM CAS145 PAGE 2 DATE 08/19/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472304 TIME 12:47 PM ESTIMATE NO. 32 BID OPENING 11/13/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/11 R.E. NAME: ALAM, MAHFUAL DATE OF THIS ESTIMATE 08/19/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 PORTABLE CHANGEABLE MESSAGE SIGN EA 17,000.0000 68,000.00 1.000 17,000.00 5.000 85,000.00 (S) 024 TEMPORARY RAILING (TYPE K) M 30.0000 630,000.00 19,962.170 598,865.10 025 TEMPORARY CRASH CUSHION MODULE EA 165.0000 72,600.00 634.000 104,610.00 (S) 026 TEMPORARY TRAFFIC SCREEN M 3.2000 66,560.00 14,593.010 46,697.63 (S) 027 ABANDON CULVERT M 63.0000 8,190.00 107.600 6,778.80 028 REMOVE FENCE M 4.4000 44,440.00 9,802.180 43,129.59 (S) 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.1000 17,160.00 11,216.000 12,337.60 (S) STRIPE 030 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 0.5000 6,000.00 19,736.100 9,868.05 (S) 031 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 17.5000 210.00 11.700 204.75 (S) 032 REMOVE PAVEMENT MARKER EA 0.8000 1,584.00 3,611.000 2,888.80 (S) 033 REMOVE PAVEMENT MARKER (RECESSED) EA 1.6000 5,184.00 2,298.000 3,676.80 034 REMOVE ROADSIDE SIGN (WOOD POST) EA 105.0000 105.00 1.000 105.00 1.000 105.00 035 REMOVE SIGN STRUCTURE EA 6,575.0000 19,725.00 3.000 19,725.00 (S) 036 REMOVE BRIDGE MOUNTED SIGN EA 2,650.0000 5,300.00 2.000 5,300.00 037 REMOVE ASPHALT CONCRETE DIKE M 3.7500 72,375.00 400.000 1,500.00 19,023.970 71,339.89 038 REMOVE OVERSIDE DRAIN EA 600.0000 21,000.00 7.000 4,200.00 35.000 21,000.00 039 REMOVE CULVERT M 65.0000 46,150.00 840.550 54,635.75 040 REMOVE INLET EA 1,050.0000 38,850.00 37.000 38,850.00 041 REMOVE HEADWALL EA 890.0000 890.00 1.000 890.00 042 REMOVE ASPHALT CONCRETE SURFACING M2 21.0000 51,618.00 973.900 20,451.90 043 SALVAGE METAL BRIDGE RAILING M 14.0000 7,280.00 520.000 7,280.00 (S) 044 SALVAGE METAL BEAM GUARD RAILING M 22.0000 74,580.00 6,198.880 136,375.36 (S) 045 RESET SURVEY MONUMENT EA 1,050.0000 60,900.00 5.000 5,250.00 046 RESET ROADSIDE SIGN (ONE POST) EA 270.0000 2,430.00 9.000 2,430.00 047 RELOCATE ROADSIDE SIGN EA 275.0000 5,775.00 19.000 5,225.00 048 ADJUST INLET EA 1,300.0000 23,400.00 13.000 16,900.00 049 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.5000 350,000.00 144,121.900 360,304.75 (S) PROGRAM CAS145 PAGE 3 DATE 08/19/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472304 TIME 12:47 PM ESTIMATE NO. 32 BID OPENING 11/13/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/11 R.E. NAME: ALAM, MAHFUAL DATE OF THIS ESTIMATE 08/19/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE (CHANNEL) M3 175.0000 1,925.00 11.000 1,925.00 051 REMOVE CONCRETE BARRIER M 37.0000 99,900.00 3,200.100 118,403.70 052 PREPARE CONCRETE BRIDGE DECK SURFACE M2 5.2000 32,640.40 7,022.000 36,514.40 053 CLEAN BRIDGE DECK M2 3.7000 17,286.40 4,681.000 17,319.70 054 REMOVE CONCRETE (CURB, GUTTER, AND M3 64.0000 71,680.00 1,169.700 74,860.80 SIDEWALK) 055 CAP INLET EA 1,300.0000 14,300.00 9.000 11,700.00 056 BRIDGE REMOVAL LS 147,000.0000 147,000.00 1.000 147,000.00 057 BRIDGE REMOVAL (PORTION), LOCATION A LS 21,000.0000 21,000.00 1.000 21,000.00 058 BRIDGE REMOVAL (PORTION), LOCATION B LS 24,000.0000 24,000.00 1.000 24,000.00 059 CLEARING AND GRUBBING LS 30,000.0000 30,000.00 1.000 30,000.00 060 REMOVE TREE EA 1,300.0000 61,100.00 105.000 136,500.00 061 DEVELOP WATER SUPPLY LS 21,000.0000 21,000.00 1.000 21,000.00 062 ROADWAY EXCAVATION M3 20.0000 1,100,000.00 2,966.000 59,320.00 60,041.000 1,200,820.00 063 ROADWAY EXCAVATION (TYPE Y-1) M3 29.0000 49,010.00 1,690.000 49,010.00 (AERIALLY DEPOSITED LEAD) 064 LEAD COMPLIANCE PLAN LS 6,600.0000 6,600.00 1.000 6,600.00 (S) 065 ASBESTOS COMPLIANCE PLAN LS 2,625.0000 2,625.00 1.000 2,625.00 (S) 066 STRUCTURE EXCAVATION (BRIDGE) M3 83.0000 144,254.00 1,741.000 144,503.00 (F) 067 STRUCTURE EXCAVATION (RETAINING WALL) M3 230.0000 64,400.00 280.000 64,400.00 (F) 068 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 297.0000 15,741.00 53.000 15,741.00 (F) 069 STRUCTURE BACKFILL (BRIDGE) M3 90.0000 202,230.00 2,249.000 202,410.00 (F) 070 STRUCTURE BACKFILL (RETAINING WALL) M3 180.0000 25,200.00 140.000 25,200.00 (F) 071 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 370.0000 4,070.00 11.000 4,070.00 (F) 072 SAND BACKFILL M3 370.0000 13,320.00 10.100 3,737.00 073 DITCH EXCAVATION M3 45.0000 60,750.00 88.500 3,982.50 1,350.000 60,750.00 074 SOIL NAIL ASSEMBLY M 160.0000 40,960.00 216.000 34,560.00 (S) 075 HIGHWAY PLANTING LS 29,400.0000 29,400.00 1.000 29,400.00 (S) 076 ROCK BLANKET M2 85.0000 345,950.00 4,069.320 345,892.20 (S) PROGRAM CAS145 PAGE 4 DATE 08/19/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472304 TIME 12:47 PM ESTIMATE NO. 32 BID OPENING 11/13/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/11 R.E. NAME: ALAM, MAHFUAL DATE OF THIS ESTIMATE 08/19/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 EROSION CONTROL (BLANKET) M2 2.1000 11,550.00 5,496.550 11,542.76 (S) 078 EROSION CONTROL (TYPE D) HA 3,500.0000 10,500.00 7.280 25,480.00 (S) 079 PLANT ESTABLISHMENT WORK LS 63,000.0000 63,000.00 1.000 63,000.00 (S) 080 EXTEND 150 MM CONDUIT M 350.0000 1,050.00 0.000 0.00 (S) 081 CLASS 2 AGGREGATE SUBBASE M3 40.0000 444,000.00 13,900.990 556,039.60 082 CLASS 2 AGGREGATE BASE M3 58.0000 476,180.00 8,793.760 510,038.08 083 AGGREGATE BASE (APPROACH SLAB) M3 325.0000 102,700.00 140.800 45,760.00 084 LEAN CONCRETE BASE M3 185.0000 1,457,800.00 8,562.880 1,584,132.80 085 HOT MIX ASPHALT (TYPE A BOND BREAKER) TONN 105.0000 384,300.00 3,370.520 353,904.60 086 HOT MIX ASPHALT TONN 98.0000 2,753,800.00 831.670 81,503.66 32,021.140 3,138,071.72 087 HOT MIX ASPHALT (LEVELING) TONN 113.0000 202,270.00 262.780 29,694.14 088 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 120.0000 1,488,000.00 18,078.390 2,169,406.80 089 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 8.4000 9,912.00 1,328.730 11,161.33 090 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 8.4000 206,640.00 23,498.100 197,384.04 091 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 8.4000 34,440.00 3,712.020 31,180.97 092 PLACE HOT MIX ASPHALT M2 110.0000 55,000.00 500.000 55,000.00 (MISCELLANEOUS AREA) 093 TACK COAT TONN 890.0000 76,540.00 86.000 76,540.00 094 CONCRETE PAVEMENT M3 235.0000 3,971,500.00 15,960.850 3,750,799.75 095 CONCRETE PAVEMENT (RAMP TERMINI) M3 425.0000 297,500.00 2,845.997 1,209,548.73 096 REPLACE CONCRETE PAVEMENT M3 390.0000 3,357,900.00 7,222.590 2,816,810.10 (RAPID STRENGTH CONCRETE) 097 SEAL PAVEMENT JOINT M 5.5000 129,800.00 26,700.580 146,853.19 098 SEAL LONGITUDINAL ISOLATION JOINT M 4.0000 80,800.00 22,520.000 90,080.00 099 REPAIR SPALLED JOINTS (POLYESTER GROUT) M2 1,000.0000 200,000.00 30.000 30,000.00 100 GRIND EXISTING CONCRETE M2 4.6000 388,240.00 6,544.780 30,105.99 89,375.460 411,127.12 (S) PAVEMENT 101 460 MM CAST-IN-DRILLED-HOLE M 360.0000 83,160.00 231.600 83,376.00 (S) CONCRETE PILING 102 PRESTRESSING CAST-IN-PLACE CONCRETE LS 43,000.0000 43,000.00 1.000 43,000.00 (S) 103 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 200.0000 228,600.00 1,144.200 228,840.00 (F) PROGRAM CAS145 PAGE 5 DATE 08/19/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472304 TIME 12:47 PM ESTIMATE NO. 32 BID OPENING 11/13/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/11 R.E. NAME: ALAM, MAHFUAL DATE OF THIS ESTIMATE 08/19/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 STRUCTURAL CONCRETE, BRIDGE M3 1,000.0000 1,091,000.00 1,091.000 1,091,000.00 (F) 105 STRUCTURAL CONCRETE, RETAINING WALL M3 595.0000 332,010.00 558.000 332,010.00 (F) 106 STRUCTURAL CONCRETE, APPROACH SLAB M3 900.0000 168,300.00 187.000 168,300.00 (F) (TYPE N) 107 STRUCTURAL CONCRETE, APPROACH SLAB M3 875.0000 1,101,625.00 1,356.390 1,186,841.25 (TYPE R) 108 CLASS 1 CONCRETE (STRUCTURE) M3 4,200.0000 2,100.00 0.500 2,100.00 (F) 109 MINOR CONCRETE (MINOR STRUCTURE) M3 1,650.0000 612,150.00 371.000 612,150.00 (F) 110 MINOR CONCRETE (BACKFILL) M3 225.0000 15,300.00 68.000 15,300.00 111 PAVING NOTCH EXTENSION M3 2,075.0000 42,745.00 20.840 43,243.00 112 FRACTURED RIB TEXTURE M2 53.0000 67,151.00 895.500 47,461.50 (F) 113 DRILL AND BOND DOWEL M 69.0000 23,184.00 302.000 20,838.00 114 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 86.0000 21,672.00 236.000 20,296.00 115 CLEAN EXPANSION JOINT M 55.0000 15,840.00 264.000 14,520.00 116 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,800.0000 58,800.00 6.000 58,800.00 (S) GIRDER (5 M - 10 M) 117 FURNISH PRECAST PRESTRESSED CONCRETE EA 19,250.0000 57,750.00 3.000 57,750.00 (S) GIRDER (15 M - 20 M) 118 ERECT PRECAST PRESTRESSED CONCRETE EA 2,900.0000 26,100.00 9.000 26,100.00 (S) GIRDER 119 REFINISH BRIDGE DECK M2 380.0000 14,060.00 37.000 14,060.00 120 FURNISH POLYESTER CONCRETE OVERLAY M3 3,000.0000 150,000.00 52.400 157,200.00 121 PLACE POLYESTER CONCRETE OVERLAY M2 10.0000 26,000.00 2,600.000 26,000.00 (F) 122 CORE TREATED BRIDGE DECK EA 315.0000 11,655.00 0.000 0.00 123 JOINT SEAL (MR 30 MM) M 150.0000 43,200.00 264.000 39,600.00 (S) 124 JOINT SEAL (MR 15 MM) M 115.0000 29,325.00 315.000 36,225.00 (S) 125 BAR REINFORCING STEEL KG 23.0000 1,357.00 59.000 1,357.00 (F) 126 BAR REINFORCING STEEL (BRIDGE) KG 2.8000 356,039.60 127,217.000 356,207.60 (SF) 127 BAR REINFORCING STEEL (RETAINING WALL) KG 2.3000 95,864.00 41,942.000 96,466.60 (SF) 128 SHOTCRETE M3 970.0000 12,610.00 54.450 52,816.50 (F) 129 TREAT BRIDGE DECK M2 6.2000 51,763.80 8,349.000 51,763.80 (F) 130 FURNISH BRIDGE DECK TREATMENT MATERIAL L 16.0000 54,384.00 3,550.000 56,800.00 PROGRAM CAS145 PAGE 6 DATE 08/19/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472304 TIME 12:47 PM ESTIMATE NO. 32 BID OPENING 11/13/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/11 R.E. NAME: ALAM, MAHFUAL DATE OF THIS ESTIMATE 08/19/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 COMPOSITE COLUMN CASING M2 600.0000 34,200.00 57.000 34,200.00 (SF) 132 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 15.0000 51,900.00 3,478.000 52,170.00 (F) WITH WALKWAY) 133 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.3000 7,958.00 3,460.000 7,958.00 (F) WITH WALKWAY) 134 FURNISH SIGN STRUCTURE (TRUSS) KG 13.5000 261,225.00 19,350.000 261,225.00 (F) 135 INSTALL SIGN STRUCTURE (TRUSS) KG 0.9000 17,415.00 19,350.000 17,415.00 (F) 136 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 145.0000 11,165.00 77.000 11,165.00 137 FURNISH LAMINATED PANEL SIGN M2 155.0000 7,595.00 49.000 7,595.00 (25.4 MM-TYPE B) 138 FURNISH LAMINATED PANEL SIGN M2 170.0000 13,600.00 80.000 13,600.00 (63.5 MM-TYPE B) 139 FURNISH SINGLE SHEET ALUMINUM SIGN M2 93.0000 297.60 3.200 297.60 (1.6 MM-UNFRAMED) 140 FURNISH SINGLE SHEET ALUMINUM SIGN M2 98.0000 2,940.00 30.000 2,940.00 (2.0 MM-UNFRAMED) 141 1524 MM CAST-IN-DRILLED-HOLE M 2,980.0000 47,680.00 16.000 47,680.00 (S) CONCRETE PILE (SIGN FOUNDATION) 142 ROADSIDE SIGN - ONE POST EA 465.0000 2,325.00 2.000 930.00 5.000 2,325.00 143 ROADSIDE SIGN - TWO POST EA 875.0000 3,500.00 4.000 3,500.00 144 INSTALL ROADSIDE SIGN PANEL ON EA 195.0000 2,340.00 4.000 780.00 12.000 2,340.00 EXISTING POST 145 INSTALL ROADSIDE SIGN EA 1,925.0000 25,025.00 11.000 21,175.00 (LAMINATED WOOD BOX POST) 146 450 MM ALTERNATIVE PIPE CULVERT M 235.0000 289,050.00 1,244.680 292,499.80 147 600 MM ALTERNATIVE PIPE CULVERT M 225.0000 749,250.00 3,333.000 749,925.00 148 450 MM REINFORCED CONCRETE PIPE M 240.0000 52,800.00 229.570 55,096.80 149 600 MM REINFORCED CONCRETE PIPE M 256.0000 48,640.00 190.000 48,640.00 150 750 MM REINFORCED CONCRETE PIPE M 272.0000 114,240.00 401.400 109,180.80 151 900 MM REINFORCED CONCRETE PIPE M 365.0000 15,330.00 42.000 15,330.00 152 975 MM REINFORCED CONCRETE PIPE M 500.0000 23,000.00 49.000 24,500.00 153 200 MM CORRUGATED STEEL PIPE M 660.0000 2,640.00 0.000 0.00 (1.63 MM THICK) 154 FLUME DOWNDRAIN M 300.0000 75,000.00 260.800 78,240.00 155 TAPERED INLET EA 375.0000 8,625.00 15.000 5,625.00 23.000 8,625.00 156 GRATED LINE DRAIN M 315.0000 740,250.00 2,239.780 705,530.70 157 300 MM CORRUGATED STEEL PIPE RISER M 1,250.0000 41,250.00 23.900 29,875.00 (1.63 MM THICK) PROGRAM CAS145 PAGE 7 DATE 08/19/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472304 TIME 12:47 PM ESTIMATE NO. 32 BID OPENING 11/13/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/11 R.E. NAME: ALAM, MAHFUAL DATE OF THIS ESTIMATE 08/19/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 450 MM ALTERNATIVE FLARED END SECTION EA 315.0000 315.00 1.000 315.00 1.000 315.00 159 600 MM ALTERNATIVE FLARED END SECTION EA 420.0000 420.00 1.000 420.00 1.000 420.00 160 900 MM PRECAST CONCRETE PIPE INLET M 1,050.0000 7,350.00 2.000 2,100.00 161 MANHOLE EA 2,100.0000 6,300.00 2.000 4,200.00 3.000 6,300.00 (S) 162 ROCK SLOPE PROTECTION (1/4T, METHOD A) M3 125.0000 77,500.00 726.000 90,750.00 163 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 125.0000 15,000.00 9.400 1,175.00 164 ROCK SLOPE PROTECTION M3 310.0000 3,410.00 0.000 0.00 (FACING, METHOD B) 165 ROCK SLOPE PROTECTION M3 175.0000 9,625.00 69.000 12,075.00 (BACKING NO. 1, METHOD B) 166 ROCK SLOPE PROTECTION M3 200.0000 4,400.00 21.600 4,320.00 (BACKING NO. 2, METHOD B) 167 ROCK SLOPE PROTECTION M3 330.0000 3,300.00 6.500 2,145.00 (BACKING NO. 3, METHOD B) 168 SLOPE PAVING (CONCRETE) M3 1,575.0000 12,600.00 8.000 12,600.00 (F) 169 MINOR CONCRETE (CHANNEL LINING) M3 1,000.0000 71,000.00 71.000 71,000.00 170 ROCK SLOPE PROTECTION FABRIC M2 4.0000 8,280.00 726.300 2,905.20 2,070.000 8,280.00 171 MINOR CONCRETE (MISCELLANEOUS M3 585.0000 175,500.00 48.950 28,635.75 300.000 175,500.00 CONSTRUCTION) 172 MINOR CONCRETE (GUTTER) M 130.0000 14,170.00 221.700 28,821.00 (F) 173 MISCELLANEOUS IRON AND STEEL KG 4.4000 176,880.00 40,200.000 176,880.00 (SF) 174 CHAIN LINK FENCE (TYPE CL-1.8) M 39.5000 398,950.00 9,802.180 387,186.11 (S) 175 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,575.0000 7,875.00 5.000 7,875.00 (S) 176 OBJECT MARKER (TYPE L-1) EA 105.0000 4,200.00 0.000 0.00 177 METAL BEAM GUARD RAILING (WOOD POST) M 66.0000 441,540.00 6,535.920 431,370.72 (S) 178 SINGLE THRIE BEAM BARRIER (WOOD POST) M 112.0000 10,304.00 92.000 10,304.00 (S) 179 BARRIER RAILING ANCHORAGE BLOCK EA 2,750.0000 93,500.00 35.000 96,250.00 180 CABLE RAILING M 40.0000 5,760.00 144.000 5,760.00 (SF) 181 TRANSITION RAILING (TYPE WB) EA 3,350.0000 120,600.00 35.000 117,250.00 (S) 182 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 27,000.00 48.000 28,800.00 (S) 183 END CAP (TYPE A) EA 360.0000 4,320.00 12.000 4,320.00 (S) 184 END CAP (TYPE C) EA 525.0000 1,050.00 2.000 1,050.00 (S) PROGRAM CAS145 PAGE 8 DATE 08/19/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472304 TIME 12:47 PM ESTIMATE NO. 32 BID OPENING 11/13/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/11 R.E. NAME: ALAM, MAHFUAL DATE OF THIS ESTIMATE 08/19/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,200.0000 4,200.00 5.000 21,000.00 (S) 186 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,575.0000 162,225.00 60.000 154,500.00 (S) 187 CONCRETE BARRIER (TYPE 60) M 225.0000 24,750.00 104.150 23,433.75 188 CONCRETE BARRIER (TYPE 60D) M 175.0000 11,200.00 66.010 11,551.75 189 CONCRETE BARRIER (TYPE 60GA) M 510.0000 11,730.00 23.000 11,730.00 (F) 190 CONCRETE BARRIER (TYPE 60GC) M 300.0000 1,044,000.00 3,369.750 1,010,925.00 191 CONCRETE BARRIER (TYPE 60GE) M 770.0000 31,570.00 40.510 31,192.70 192 CONCRETE BARRIER (TYPE 60SC) M 250.0000 250,000.00 1,411.090 352,772.50 193 CONCRETE BARRIER (TYPE 60D MODIFIED) M 175.0000 25,200.00 144.000 25,200.00 (F) 194 CONCRETE BARRIER (TYPE 732R) M 215.0000 32,895.00 153.000 32,895.00 (F) 195 CONCRETE BARRIER (TYPE 60GA MODIFIED) M 535.0000 73,830.00 55.000 29,425.00 138.000 73,830.00 (F) 196 CONCRETE BARRIER (TYPE 732) M 185.0000 41,995.00 227.000 41,995.00 (F) 197 CONCRETE BARRIER (TYPE 60 R MOD) M 700.0000 168,000.00 236.790 165,753.00 198 CONCRETE BARRIER (TYPE 742B) M 350.0000 15,050.00 43.000 15,050.00 (F) 199 CONCRETE BARRIER (TYPE 742B MODIFIED) M 365.0000 10,950.00 30.000 10,950.00 (F) 200 THERMOPLASTIC PAVEMENT MARKING M2 38.0000 14,820.00 486.850 18,500.30 (S) 201 THERMOPLASTIC TRAFFIC STRIPE M 0.8500 83,555.00 100,530.760 85,451.15 (S) (SPRAYABLE) 202 PARKING BUMPER (PRECAST CONCRETE) EA 52.0000 1,040.00 20.000 1,040.00 203 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.3000 1,911.00 1,703.000 2,213.90 (S) 204 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.8000 5,282.00 2,072.000 7,873.60 (S) 205 PAVEMENT MARKER EA 3.7500 14,212.50 3,851.000 14,441.25 (S) (RETROREFLECTIVE-RECESSED) 206 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000.00 (S) SYSTEM ELEMENTS DURING CONSTRUCTION 207 LIGHTING AND SIGN ILLUMINATION LS 305,600.0000 1,305,600.00 1.000 1,305,600.00 (S) 208 COMMUNICATION SYSTEM LS 612,000.0000 612,000.00 1.000 612,000.00 (S) 209 MODIFY TRAFFIC MONITORING STATION LS 25,500.0000 25,500.00 1.000 25,500.00 (S) 210 RAMP METERING SYSTEM (LOCATION 1) LS 73,950.0000 73,950.00 0.088 6,507.60 1.000 73,950.00 (S) 211 RAMP METERING SYSTEM (LOCATION 2) LS 71,400.0000 71,400.00 1.000 71,400.00 (S) PROGRAM CAS145 PAGE 9 DATE 08/19/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472304 TIME 12:47 PM ESTIMATE NO. 32 BID OPENING 11/13/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/11 R.E. NAME: ALAM, MAHFUAL DATE OF THIS ESTIMATE 08/19/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 25,500.0000 25,500.00 0.003 76.50 1.000 25,500.00 (S) 213 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 40,800.0000 40,800.00 1.000 40,800.00 (S) 214 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 7,650.0000 7,650.00 1.000 7,650.00 (S) PROGRAM CAS145 PAGE 10 DATE 08/19/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472304 TIME 12:47 PM ESTIMATE NO. 32 BID OPENING 11/13/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/11 R.E. NAME: ALAM, MAHFUAL DATE OF THIS ESTIMATE 08/19/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 277,537.20 37,365,006.78 ADJUSTMENT OF COMPENSATION -67,254.52 1,578,450.72 EXTRA WORK 146,039.50 1,255,378.20 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 356,322.18 40,198,835.70 215 MOBILIZATION LS 880,000.0000 3,880,000.00 1.000 3,880,000.00 ORIGINAL CONTRACT AMOUNT 39,726,300.00 TOTAL WORK COMPLETED 356,322.18 44,078,835.70 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -27,840.21 TOTAL 366,322.18 44,050,995.49 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 12/30/08 360 02/12/09 02/22/09 06/30/11 363 227 4 0 100% 100% ALAM, MAHFUAL RESIDENT ENGINEER PROGRAM CAS145 DATE 08/19/11