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 03/29/12 EST. NO.36 TIME 11:33 AM R.E. NAME: MOGHADAM, SIAVOSH 04-4A5204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 035 0006 4,359.57 E.W. @ F.A.(+) 091510 N 007 0 038 0124 4,804.58 A.C. @ F.A.(+) 081410 N 011 0 0125 1,539.04 090410 N 012 0 0126 2,195.73 090610 N 013 0 0127 3,671.79 091110 N 014 0 0128 3,671.79 091210 N 015 0 0129 2,995.03 091610 N 016 0 0342 905.78 022212 N 0728.0 0343 2,765.93 022412 N 0729.0 0344 2,025.23 022712 N 0730.0 0345 705.74 120611 N 0731.0 0346 844.51 120711 N 0732.0 039 0006 2,349.60 E.W. @ F.A.(+) 080910 N 002 0 0007 3,545.26 092710 N 003 0 054 0010 39,830.60 E.W. @ F.A.(+) 110411 N 0679.0 061 0001 259,973.32 A.C. @ L.S.(+) 032612 N AAE#30 336,183.50 TOTAL THIS ESTIMATE 5,276,412.89 TOTAL PREVIOUS ESTIMATE 5,612,596.39 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 03/29/12 EST. NO.36 TIME 11:33 AM R.E. NAME: MOGHADAM, SIAVOSH 04-4A5204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE LN CLOSURE P/U -66,500.00 04 REVERSAL OF EST #4 66,500.00 05 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -10,000.00 34 0.00 -10,000.00 OTHER OUTSTANDING DOCUMENTS MISSING DOCUMENTS -10,000.00 34 LATER SUBMITTED 1202 10,000.00 36 10,000.00 0.00 TOTAL DEDUCTIONS 10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 03/29/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A5204 TIME 11:33 AM ESTIMATE NO. 36 BID OPENING 12/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/28/12 R.E. NAME: MOGHADAM, SIAVOSH DATE OF THIS ESTIMATE 03/29/12 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 04-ALA-680-R6.4/12.5 ---------------------------------- BAY CITIES GRADING & PAVING IN ALAMED CO. AT VARIOUS LOCATIONS P O BOX 6227 FROM 0.2 KM NORTH OF MISSION SAN CONCORD, CA 94524 JOSE SEPARTATION TO STONERIDGE DRIVE OVERCROSSING. FED. AID NO. HP21-6204(73) WIDENING, ROADWAY REHABILITATION, ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 1.000 10,000.00 002 TIME-RELATED OVERHEAD LS 600,000.0000 600,000.00 1.000 600,000.00 003 TEMPORARY FENCE (TYPE ESA) M 3.6400 37,492.00 11,127.480 40,504.03 004 TEMPORARY WILDLIFE EXCLUSION FENCE M 3.1900 32,857.00 7,806.620 24,903.12 005 CONSTRUCTION SITE MANAGEMENT LS 2,550.0000 2,550.00 1.000 2,550.00 006 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 1.000 1,000.00 PREVENTION PLAN 007 TEMPORARY SILT FENCE M 3.7100 7,791.00 4,288.360 15,909.82 008 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 20,000.00 6.000 12,000.00 009 TEMPORARY COVER M2 1.1200 9,632.00 15,640.000 17,516.80 010 TEMPORARY DRAINAGE INLET PROTECTION EA 122.7000 25,767.00 50.000 6,135.00 011 STREET SWEEPING LS 49,350.0000 49,350.00 1.000 49,350.00 012 TEMPORARY CONCRETE WASHOUT BIN EA 700.0000 6,300.00 10.000 7,000.00 013 PREVENTION OF NESTING BIRDS LS 7,500.0000 7,500.00 1.000 7,500.00 (BRIDGES) 014 CONSTRUCTION AREA SIGNS LS 20,349.0000 20,349.00 1.000 20,349.00 (S) 015 TRAFFIC CONTROL SYSTEM LS 390,000.0000 390,000.00 1.000 390,000.00 (S) 016 TEMPORARY PAVEMENT MARKING (PAINT) M2 35.7000 2,499.00 36.790 1,313.40 (S) 017 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0200 28,254.00 105,010.580 107,110.79 (S) 018 CHANNELIZER (SURFACE MOUNTED) EA 25.5000 2,805.00 31.000 790.50 (S) 019 TEMPORARY PAVEMENT MARKER EA 3.0600 37,332.00 8,527.000 26,092.62 (S) 020 PORTABLE CHANGEABLE MESSAGE SIGN LS 11,000.0000 11,000.00 1.000 11,000.00 (S) 021 TEMPORARY RAILING (TYPE K) M 13.7500 343,750.00 33,407.380 459,351.48 (S) 022 TEMPORARY CRASH CUSHION MODULE EA 178.5000 42,840.00 198.000 35,343.00 (S) PROGRAM CAS145 PAGE 2 DATE 03/29/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A5204 TIME 11:33 AM ESTIMATE NO. 36 BID OPENING 12/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/28/12 R.E. NAME: MOGHADAM, SIAVOSH DATE OF THIS ESTIMATE 03/29/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 ABANDON CULVERT EA 1,500.0000 6,000.00 13.000 19,500.00 024 ABANDON INLET EA 450.0000 450.00 1.000 450.00 025 REMOVE FENCE M 10.0000 4,800.00 368.800 3,688.00 026 REMOVE METAL BEAM GUARD RAILING M 36.2000 9,774.00 221.780 8,028.44 027 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.3300 20,083.00 2,272.560 3,022.50 028 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.3300 10,733.10 2,518.600 3,349.74 STRIPE 029 REMOVE PAINTED TRAFFIC STRIPE M 1.3300 24,871.00 9,140.460 12,156.81 030 REMOVE PAVEMENT MARKING M2 20.4000 1,428.00 37.280 760.51 031 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.3300 9,216.90 5,846.960 7,776.46 032 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 20.4000 1,224.00 28.860 588.74 033 REMOVE PAVEMENT MARKER EA 1.0200 24,174.00 4,499.000 4,588.98 034 REMOVE ROADSIDE SIGN EA 102.0000 2,040.00 0.000 0.00 035 REMOVE ROADSIDE SIGN EA 45.9000 321.30 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 036 REMOVE SIGN STRUCTURE EA 2,907.0000 5,814.00 2.000 5,814.00 037 REMOVE SIGN PANEL AND REMOVABLE SIGN M2 127.5000 2,295.00 0.000 0.00 PANEL FRAME 038 REMOVE ASPHALT CONCRETE DIKE M 5.8000 3,596.00 475.000 2,755.00 039 REMOVE CULVERT M 68.5000 71,240.00 809.380 55,442.53 040 REMOVE INLET EA 250.0000 10,750.00 53.000 13,250.00 041 REMOVE CONCRETE DECK SURFACE M2 100.0000 14,400.00 67.800 6,780.00 042 RELOCATE ROADSIDE SIGN EA 464.1000 10,210.20 6.000 2,784.60 043 ADJUST INLET EA 1,407.6000 60,526.80 51.000 71,787.60 044 MODIFY INLET TO MANHOLE EA 1,305.6000 20,889.60 5.000 6,528.00 045 REMODEL INLET EA 1,305.6000 7,833.60 7.000 9,139.20 046 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.7500 57,750.00 15,400.000 57,750.00 (S) 047 REMOVE CONCRETE M3 135.0000 6,075.00 177.960 24,024.60 048 REMOVE CONCRETE BARRIER M 38.6500 289,875.00 7,500.000 289,875.00 049 REMOVE UNSOUND CONCRETE M3 1,200.0000 13,200.00 11.540 13,848.00 PROGRAM CAS145 PAGE 3 DATE 03/29/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A5204 TIME 11:33 AM ESTIMATE NO. 36 BID OPENING 12/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/28/12 R.E. NAME: MOGHADAM, SIAVOSH DATE OF THIS ESTIMATE 03/29/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 PREPARE CONCRETE BRIDGE DECK SURFACE M2 15.0000 29,385.00 2,192.880 32,893.20 051 CAP INLET EA 887.4000 15,085.80 17.000 15,085.80 052 BRIDGE REMOVAL (PORTION) LS 40,000.0000 40,000.00 1.000 40,000.00 053 CLEARING AND GRUBBING LS 56,000.0000 56,000.00 1.000 56,000.00 054 DEVELOP WATER SUPPLY LS 30,000.0000 30,000.00 1.000 30,000.00 055 ROADWAY EXCAVATION M3 17.6000 681,120.00 37,739.250 664,210.80 056 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 (S) 057 STRUCTURE EXCAVATION (BRIDGE) M3 150.0000 133,050.00 887.000 133,050.00 (F) 058 STRUCTURE EXCAVATION (RETAINING WALL) M3 27.7000 335,170.00 12,100.000 335,170.00 059 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 100.0000 122,400.00 1,814.000 181,400.00 (F) 060 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 175.0000 167,125.00 955.000 167,125.00 (F) 061 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 76,500.00 765.000 76,500.00 (F) 062 STRUCTURE BACKFILL (RETAINING WALL) M3 30.0000 231,900.00 7,730.000 231,900.00 063 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 300.0000 9,300.00 31.000 9,300.00 (F) 064 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 150.0000 26,250.00 620.000 93,000.00 (F) 065 SAND BACKFILL M3 150.0000 10,500.00 69.200 10,380.00 066 LEAN CONCRETE BACKFILL M3 400.0000 147,200.00 368.000 147,200.00 (F) 067 DITCH EXCAVATION M3 98.0000 1,960.00 20.300 1,989.40 068 SOIL NAIL ASSEMBLY M 85.0000 391,595.00 4,932.300 419,245.50 (S) 069 IMPORTED MATERIAL (SHOULDER BACKING) TONN 31.6000 85,320.00 977.880 30,901.01 070 EROSION CONTROL (TYPE D) HA 14,107.0000 31,035.40 4.638 65,428.27 (S) 071 EROSION CONTROL (NETTING) M2 8.4700 36,082.20 4,375.000 37,056.25 (S) 072 FIBER ROLLS M 5.1700 48,494.60 13,898.940 71,857.52 (S) 073 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 696.1500 4,176.90 3.000 2,088.45 (S) 074 CLASS 4 AGGREGATE SUBBASE M3 13.6500 173,355.00 12,700.000 173,355.00 075 AGGREGATE BASE (APPROACH SLAB) M3 500.0000 11,500.00 0.000 0.00 076 CLASS 3 AGGREGATE BASE M3 63.0000 47,250.00 745.450 46,963.35 PROGRAM CAS145 PAGE 4 DATE 03/29/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A5204 TIME 11:33 AM ESTIMATE NO. 36 BID OPENING 12/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/28/12 R.E. NAME: MOGHADAM, SIAVOSH DATE OF THIS ESTIMATE 03/29/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 CEMENT TREATED BASE M3 150.0000 189,000.00 0.000 0.00 (PLANT-MIXED, CLASS A) 078 LEAN CONCRETE BASE M3 160.0000 710,400.00 5,290.895 846,543.20 079 SEAL RANDOM CRACKS LNKM 6,302.1000 12,604.20 2.000 12,604.20 080 REPLACE ASPHALT CONCRETE SURFACING M3 940.0000 5,640.00 6.000 5,640.00 081 HOT MIX ASPHALT TONN 88.6000 6,148,840.00 57,575.340 5,101,175.12 082 HOT MIX ASPHALT (OPEN GRADED) TONN 108.1000 1,459,350.00 13,677.900 1,478,580.99 083 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 131.2000 2,650,240.00 14,555.970 1,909,743.26 084 PAVING ASPHALT (BINDER, GEOSYNTHETIC TONN 10.0000 2,250.00 0.000 0.00 PAVEMENT INTERLAYER) 085 GEOSYNTHETIC PAVEMENT INTERLAYER M2 1.7500 331,100.00 162,702.000 284,728.50 086 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 3.5700 928.20 194.030 692.69 087 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 3.5700 23,633.40 7,635.500 27,258.74 088 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 3.5700 3,248.70 1,005.520 3,589.71 089 PLACE HOT MIX ASPHALT M2 20.4000 79,152.00 3,019.000 61,587.60 (MISCELLANEOUS AREA) 090 REPLACE CONCRETE PAVEMENT M3 714.0000 1,470,840.00 2,001.894 1,429,352.32 (RAPID STRENGTH CONCRETE) 091 CRACK EXISTING CONCRETE PAVEMENT M2 0.5700 37,449.00 65,658.780 37,425.50 092 GRIND EXISTING CONCRETE M2 20.0000 26,600.00 1,330.000 26,600.00 (S) PAVEMENT 093 750 MM DRILLED-HOLE M 149.0000 205,620.00 1,380.000 205,620.00 (S) 094 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 178.5000 30,345.00 170.000 30,345.00 (S) PILING 095 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 200.0000 147,000.00 735.600 147,120.00 (S) PILING 096 STEEL SOLDIER PILE (W410 X 60) M 125.0000 70,500.00 564.000 70,500.00 (S) 097 STEEL SOLDIER PILE (W460 X 193) M 375.0000 411,750.00 1,098.000 411,750.00 (S) 098 PRESTRESSING CAST-IN-PLACE CONCRETE LS 40,000.0000 40,000.00 1.000 40,000.00 (S) 099 TIEBACK ANCHOR EA 2,500.0000 100,000.00 40.000 100,000.00 (S) 100 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 700.0000 104,300.00 149.000 104,300.00 (F) 101 STRUCTURAL CONCRETE, BRIDGE M3 1,200.0000 516,000.00 430.000 516,000.00 (F) 102 STRUCTURAL CONCRETE, RETAINING WALL M3 472.0000 2,134,384.00 4,522.000 2,134,384.00 (F) 103 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,100.0000 69,300.00 63.000 69,300.00 (F) (TYPE N) PROGRAM CAS145 PAGE 5 DATE 03/29/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A5204 TIME 11:33 AM ESTIMATE NO. 36 BID OPENING 12/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/28/12 R.E. NAME: MOGHADAM, SIAVOSH DATE OF THIS ESTIMATE 03/29/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,500.0000 337,500.00 324.800 487,200.00 (TYPE R) 105 CLASS 3 CONCRETE (BACKFILL) M3 300.0000 73,200.00 244.000 73,200.00 (F) 106 MINOR CONCRETE (MINOR STRUCTURE) M3 555.0000 233,100.00 405.280 224,930.40 (F) 107 MINOR CONCRETE (BACKFILL) M3 200.0000 600.00 3.400 680.00 108 PAVING NOTCH EXTENSION M3 9,000.0000 54,000.00 6.000 54,000.00 109 ARCHITECTURAL TEXTURE M2 100.0000 290,300.00 2,903.000 290,300.00 (F) 110 DRILL AND BOND DOWEL M 75.0000 2,475.00 33.000 2,475.00 111 RAPID SETTING CONCRETE (PATCH) M3 400.0000 4,400.00 15.140 6,056.00 112 CONCRETE LAGGING M2 285.0000 491,910.00 1,710.000 487,350.00 113 FURNISH POLYESTER CONCRETE OVERLAY M3 3,500.0000 189,000.00 47.220 165,270.00 114 PLACE POLYESTER CONCRETE OVERLAY M2 35.0000 74,200.00 2,201.270 77,044.45 (F) 115 JOINT SEAL (MR 25 MM) M 120.0000 14,400.00 60.000 7,200.00 (S) 116 JOINT SEAL (MR 50 MM) M 475.0000 7,125.00 15.000 7,125.00 (S) 117 BAR REINFORCING STEEL (BRIDGE) KG 2.2500 237,672.00 105,632.000 237,672.00 (SF) 118 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 718,548.00 359,274.000 718,548.00 (SF) 119 SHOTCRETE M3 600.0000 259,800.00 433.000 259,800.00 (SF) 120 ASPHALT MEMBRANE WATERPROOFING M2 100.0000 7,800.00 78.000 7,800.00 (SF) 121 COLUMN CASING KG 15.0000 455,325.00 30,355.000 455,325.00 (SF) 122 FURNISH SIGN STRUCTURE (TRUSS) KG 12.5500 680,210.00 57,965.000 727,460.75 (SF) 123 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4100 22,222.00 58,935.000 24,163.35 (SF) 124 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 135.6600 18,992.40 74.360 10,087.68 (S) 125 FURNISH SINGLE SHEET ALUMINUM SIGN M2 110.1600 4,406.40 40.000 4,406.40 (S) (1.6 MM-UNFRAMED) 126 FURNISH SINGLE SHEET ALUMINUM SIGN M2 117.3000 469.20 4.000 469.20 (S) (2.0 MM-UNFRAMED) 127 FURNISH SINGLE SHEET ALUMINUM SIGN M2 131.6000 1,052.80 8.000 1,052.80 (S) (2.0 MM-FRAMED) 128 1524 MM CAST-IN-DRILLED-HOLE M 2,703.0000 108,120.00 48.000 129,744.00 (S) CONCRETE PILE (SIGN FOUNDATION) 129 METAL (BARRIER MOUNTED SIGN) KG 31.6200 17,074.80 0.000 0.00 130 ROADSIDE SIGN - ONE POST EA 295.8000 887.40 4.000 1,183.20 PROGRAM CAS145 PAGE 6 DATE 03/29/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A5204 TIME 11:33 AM ESTIMATE NO. 36 BID OPENING 12/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/28/12 R.E. NAME: MOGHADAM, SIAVOSH DATE OF THIS ESTIMATE 03/29/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 ROADSIDE SIGN - TWO POST EA 622.2000 1,866.60 0.000 0.00 132 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 96.9000 872.10 9.000 872.10 METHOD) 133 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 157.8000 236,700.00 1,472.840 232,414.15 134 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 164.2000 49,260.00 263.300 43,233.86 135 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 333.0000 1,665.00 4.500 1,498.50 136 300 MM BITUMINOUS COATED CORRUGATED M 174.0000 5,220.00 29.950 5,211.30 STEEL PIPE (2.01 MM THICK) 137 450 MM BITUMINOUS COATED CORRUGATED M 234.0000 11,700.00 12.000 2,808.00 STEEL PIPE (2.01 MM THICK) 138 300 MM SLOTTED CORRUGATED STEEL PIPE M 166.5000 123,210.00 735.800 122,510.70 (2.01 MM THICK) 139 450 MM SLOTTED CORRUGATED STEEL PIPE M 198.6500 248,312.50 1,206.600 239,691.09 (2.01 MM THICK) 140 200 MM PERFORATED PLASTIC M 77.4000 128,484.00 1,630.300 126,185.22 PIPE UNDERDRAIN 141 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 142 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 143 PERMEABLE MATERIAL (BLANKET) M3 50.0000 103,500.00 2,070.000 103,500.00 144 300 MM WELDED STEEL PIPE (3.40 MM THICK) M 504.0000 10,080.00 26.500 13,356.00 145 300 MM ALTERNATIVE FLARED END SECTION EA 221.0000 221.00 1.000 221.00 146 MINOR CONCRETE (DITCH LINING) M3 451.3000 3,610.40 7.450 3,362.19 147 MINOR CONCRETE (MISCELLANEOUS M3 402.9000 52,377.00 112.820 45,455.18 CONSTRUCTION) 148 MINOR CONCRETE (GUTTER) M 57.6500 74,022.60 1,284.000 74,022.60 (F) 149 MISCELLANEOUS IRON AND STEEL KG 2.8100 76,151.00 26,317.000 73,950.77 (SF) 150 CHAIN LINK FENCE (TYPE CL-1.2, M 47.2300 42,034.70 900.350 42,523.53 (S) VINYL-CLAD) 151 CHAIN LINK FENCE (TYPE CL-1.2 (MODIFIED) M 51.0000 38,403.00 753.000 38,403.00 (SF)BLACK VINYL CLAD) 152 CHAIN LINK FENCE (TYPE CL-1.8) M 101.0000 7,070.00 212.000 21,412.00 (S) 153 DELINEATOR (CLASS 1) EA 33.6600 4,039.20 292.000 9,828.72 154 OBJECT MARKER (TYPE L-1) EA 35.7000 1,071.00 20.000 714.00 155 METAL BEAM GUARD RAILING (WOOD POST) M 88.2500 49,420.00 651.510 57,495.76 (S) 156 VEGETATION CONTROL (ASPHALT COMPOSITE) M2 39.2500 59,660.00 1,476.260 57,943.21 (S) 157 TRANSITION RAILING (TYPE WB) EA 3,468.0000 48,552.00 13.000 45,084.00 (S) PROGRAM CAS145 PAGE 7 DATE 03/29/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A5204 TIME 11:33 AM ESTIMATE NO. 36 BID OPENING 12/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/28/12 R.E. NAME: MOGHADAM, SIAVOSH DATE OF THIS ESTIMATE 03/29/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 END ANCHOR ASSEMBLY (TYPE SFT) EA 627.0000 3,762.00 8.000 5,016.00 (S) 159 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,341.0000 13,364.00 5.000 16,705.00 (S) 160 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,530.0000 40,480.00 14.000 35,420.00 (S) 161 CRASH CUSHION (QUADGUARD) EA 38,300.0000 38,300.00 1.000 38,300.00 (S) 162 CONCRETE BARRIER (TYPE 60D MOD) M 251.0000 30,120.00 120.000 30,120.00 163 CONCRETE BARRIER (TYPE 60) M 296.0000 22,496.00 76.000 22,496.00 164 CONCRETE BARRIER (TYPE 60C) M 214.0000 1,487,300.00 7,130.000 1,525,820.00 165 CONCRETE BARRIER (TYPE 60D) M 156.0000 263,640.00 1,690.000 263,640.00 (F) 166 CONCRETE BARRIER (TYPE 732 MODIFIED) M 400.0000 66,800.00 167.000 66,800.00 (F) 167 CONCRETE BARRIER (TYPE 732A) M 200.0000 90,000.00 447.000 89,400.00 168 CONCRETE BARRIER (TYPE 736A) M 200.0000 80,000.00 374.000 74,800.00 169 CONCRETE BARRIER (TYPE 736SV MOD) M 408.0000 20,400.00 48.000 19,584.00 170 CONCRETE BARRIER (TYPE 60R) M 651.0000 195,300.00 300.000 195,300.00 171 CONCRETE BARRIER (TYPE 60R MOD) M 651.0000 58,590.00 85.680 55,777.68 172 THERMOPLASTIC PAVEMENT MARKING M2 35.7000 2,142.00 208.000 7,425.60 (S) 173 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8700 20,271.00 47,951.770 41,718.04 (S) 174 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0400 2,856.00 43,066.130 87,854.91 (S) 175 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5300 2,570.40 4,184.700 6,402.59 (S) (BROKEN 3.66 M - 0.92 M) 176 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6100 170.80 352.050 214.75 (S) (BROKEN 5.18 M - 2.14 M) 177 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6100 16,165.00 42,216.640 25,752.15 (S) (BROKEN 10.38 M - 4.26 M) 178 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0200 17,646.00 6,954.000 7,093.08 (S) 179 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0600 21,542.40 7,436.000 22,754.16 (S) 180 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,100.0000 5,100.00 1.000 5,100.00 (S) SYSTEM ELEMENTS DURING CONSTRUCTION 181 LIGHTING AND SIGN ILLUMINATION LS 270,000.0000 270,000.00 1.000 270,000.00 (S) 182 ELECTRONIC TOLL SYSTEM LS 372,000.0000 372,000.00 1.000 372,000.00 (S) 183 MODIFY SIGNAL LS 27,700.0000 27,700.00 1.000 27,700.00 (S) 184 TRAFFIC OPERATIONS SYSTEM LS 202,900.0000 202,900.00 1.000 202,900.00 (S) (LOCATION 1) PROGRAM CAS145 PAGE 8 DATE 03/29/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A5204 TIME 11:33 AM ESTIMATE NO. 36 BID OPENING 12/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/28/12 R.E. NAME: MOGHADAM, SIAVOSH DATE OF THIS ESTIMATE 03/29/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 TRAFFIC OPERATIONS SYSTEM LS 42,400.0000 42,400.00 1.000 42,400.00 (S) (LOCATION 2) 186 TRAFFIC OPERATIONS SYSTEM LS 47,700.0000 47,700.00 1.000 47,700.00 (S) (LOCATION 3) 187 TRAFFIC OPERATIONS SYSTEM LS 102,000.0000 102,000.00 1.000 102,000.00 (S) (LOCATION 4) 188 TRAFFIC OPERATIONS SYSTEM LS 52,300.0000 52,300.00 1.000 52,300.00 (S) (LOCATION 5) 189 TRAFFIC OPERATIONS SYSTEM LS 112,700.0000 112,700.00 1.000 112,700.00 (S) (LOCATION 6) 190 TRAFFIC OPERATIONS SYSTEM LS 92,300.0000 92,300.00 1.000 92,300.00 (LOCATION 7) 191 CAMERA UNIT EA 4,000.0000 12,000.00 3.000 12,000.00 (S) 192 PAN AND TILT UNIT EA 3,100.0000 9,300.00 3.000 9,300.00 (S) 193 CAMERA CONTROL UNIT EA 2,700.0000 8,100.00 3.000 8,100.00 (S) 194 VIDEO ENCODER UNIT EA 29,600.0000 59,200.00 2.000 59,200.00 (S) 195 INTEGRATED SERVICES DIGITAL NETWORK EA 1,230.0000 2,460.00 2.000 2,460.00 (S) TERMINAL ADAPTER UNIT 196 EXTINGUISHABLE MESSAGE SIGN RADIO EA 3,840.0000 3,840.00 1.000 3,840.00 (S) CONTROLLER ASSEMBLY 197 EXTINGUISHABLE MESSAGE SIGN PANEL EA 7,800.0000 31,200.00 4.000 31,200.00 (S) (LED) 198 HIGHWAY ADVISORY RADIO SYSTEM EA 19,600.0000 19,600.00 1.000 19,600.00 (S) 199 GENERAL PACKET RADIO WIRELESS MODEM EA 1,530.0000 16,830.00 11.000 16,830.00 (S) ASSEMBLY PROGRAM CAS145 PAGE 9 DATE 03/29/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A5204 TIME 11:33 AM ESTIMATE NO. 36 BID OPENING 12/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/28/12 R.E. NAME: MOGHADAM, SIAVOSH DATE OF THIS ESTIMATE 03/29/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 30,551,612.72 ADJUSTMENT OF COMPENSATION 286,098.47 2,237,255.09 EXTRA WORK 50,085.03 3,375,341.30 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 336,183.50 36,164,209.11 200 MOBILIZATION LS 490,000.0000 2,490,000.00 1.000 2,490,000.00 ORIGINAL CONTRACT AMOUNT 34,461,705.60 TOTAL WORK COMPLETED 336,183.50 38,654,209.11 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -10,000.00 TOTAL 346,183.50 38,644,209.11 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 05/04/09 177 05/05/09 05/05/09 02/28/12 323 272 115 2 100% 100% MOGHADAM, SIAVOSH RESIDENT ENGINEER PROGRAM CAS145 DATE 03/29/12