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 07/28/11 EST. NO.26 TIME 07:32 AM R.E. NAME: MOGHADAM SIAVOSH 04-253784 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 07/28/11 EST. NO.26 TIME 07:32 AM R.E. NAME: MOGHADAM SIAVOSH 04-253784 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CIDH PILES DEDUCTION -5,600.00 06 DELINQUENT -8,000.00 12 RELEASE SCHEDULE DED 8,000.00 13 SCHEDULE DEFICIENCY -100,000.00 16 WATER METER FEES 659.00 16 RELEASE DEDUCTION 100,000.00 17 FINAL CPM SCHEDULE -2,000.00 18 SCHEDULE SUBMITTED 2,000.00 20 0.00 -4,941.00 LABOR COMPLIANCE VIOLATION LABOR COMPLIANCE -10,000.00 18 DOCUMENTS SUBMITTED 10,000.00 20 0.00 0.00 TOTAL DEDUCTIONS 0.00 -4,941.00 PROGRAM CAS145 PAGE 1 DATE 07/28/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253784 TIME 07:32 AM ESTIMATE NO. 26 BID OPENING 12/16/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/15/10 R.E. NAME: MOGHADAM SIAVOSH DATE OF THIS ESTIMATE 07/28/11 LOCATION SEMI-FINAL ESTIMATE 04-ALA-680-0.0/R303.0 ------------------- 04-SCL-680-7.4/9.9 TOP GRADE CONSTRUCTION, INC IN SANTA CLARA AND ALAMEDA COUNTIES 50 CONTRACTORS STREET FROM 0.4 KM SOUTH OF ROUTE 237/680 LIVERMORE CA 94551 SEPARATION TO GRIMMER BOULEVARD UNDERCROSSING FED. AID NO. N O N E WIDEN BRIDGES AND ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 200,000.0000 200,000.00 1.000 200,000.00 003 TEMPORARY FENCE (TYPE ESA) M 6.0000 41,100.00 4,110.300 24,661.80 004 CONSTRUCTION SITE MANAGEMENT LS 35,000.0000 35,000.00 1.000 35,000.00 005 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 (S) PREVENTION PLAN 006 TEMPORARY SILT FENCE M 6.0000 11,460.00 2,496.730 14,980.38 007 TEMPORARY CONCRETE WASHOUT FACILITY EA 800.0000 10,400.00 24.000 19,200.00 008 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 21,000.00 10.000 35,000.00 009 TEMPORARY COVER M2 3.0000 93,900.00 37,327.700 111,983.10 010 TEMPORARY DRAINAGE INLET PROTECTION EA 145.0000 25,375.00 101.000 14,645.00 011 STREET SWEEPING LS 100,000.0000 100,000.00 1.000 100,000.00 012 PREVENTION OF NESTING BIRDS LS 5,000.0000 5,000.00 1.000 5,000.00 (BRIDGES) 013 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 1.000 20,000.00 (S) 014 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 1.000 150,000.00 (S) 015 TEMPORARY PAVEMENT MARKING (PAINT) M2 31.7500 2,317.75 84.240 2,674.62 (S) 016 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.9100 18,837.00 97,976.290 89,158.42 (S) 017 CHANNELIZER (SURFACE MOUNTED) EA 36.0000 4,320.00 104.000 3,744.00 (S) 018 TEMPORARY PAVEMENT MARKER EA 3.2000 25,856.00 9,297.000 29,750.40 (S) 019 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 1.000 10,000.00 (S) 020 TEMPORARY RAILING (TYPE K) M 20.0000 308,000.00 24,975.900 499,518.00 (S) 021 TEMPORARY CRASH CUSHION MODULE EA 160.0000 64,000.00 356.000 56,960.00 (S) 022 ABANDON CULVERT EA 1,345.0000 5,380.00 4.000 5,380.00 PROGRAM CAS145 PAGE 2 DATE 07/28/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253784 TIME 07:32 AM ESTIMATE NO. 26 BID OPENING 12/16/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/15/10 R.E. NAME: MOGHADAM SIAVOSH DATE OF THIS ESTIMATE 07/28/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE CHAIN LINK FENCE M 20.0000 60.00 0.000 0.00 024 REMOVE METAL BEAM GUARD RAILING M 30.0000 16,500.00 620.430 18,612.90 025 REMOVE FLARED END SECTION EA 201.0000 603.00 4.000 804.00 026 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.5000 14,085.00 6,732.620 10,098.93 (S) 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.5000 19,050.00 5,230.130 7,845.20 (S) STRIPE 028 REMOVE PAINTED TRAFFIC STRIPE M 1.3000 15,210.00 18,967.200 24,657.36 (S) 029 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.3000 15,730.00 12,953.020 16,838.93 (S) 030 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 18.5000 2,312.50 65.500 1,211.75 (S) 031 REMOVE CONTRAST TREATMENT M2 5.1000 3,228.30 309.000 1,575.90 032 REMOVE PAVEMENT MARKER EA 0.9100 22,477.00 9,702.000 8,828.82 033 REMOVE ROADSIDE SIGN EA 81.0000 1,701.00 15.000 1,215.00 034 REMOVE ROADSIDE SIGN EA 61.0000 244.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 035 REMOVE SIGN STRUCTURE EA 3,500.0000 21,000.00 6.000 21,000.00 036 REMOVE SIGN PANEL AND REMOVABLE SIGN EA 700.0000 2,800.00 4.000 2,800.00 PANEL FRAME 037 REMOVE ASPHALT CONCRETE DIKE M 1.8500 10,378.50 5,610.000 10,378.50 038 REMOVE OVERSIDE DRAIN EA 72.0000 72.00 1.000 72.00 039 REMOVE CULVERT M 101.0000 88,880.00 748.600 75,608.60 040 REMOVE INLET EA 510.0000 39,780.00 75.000 38,250.00 041 SALVAGE METAL BRIDGE RAILING M 30.0000 13,680.00 456.000 13,680.00 042 RELOCATE ROADSIDE SIGN EA 276.0000 4,968.00 13.000 3,588.00 043 ADJUST INLET EA 1,500.0000 13,500.00 18.000 27,000.00 044 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 8.0000 41,600.00 5,200.000 41,600.00 (S) 045 REMOVE CONCRETE M3 225.0000 27,000.00 678.210 152,597.25 046 REMOVE CONCRETE CURB M 20.0000 33,600.00 1,680.020 33,600.40 047 REMOVE CONCRETE BARRIER M 25.5000 2,805.00 110.000 2,805.00 048 REMOVE CONCRETE BARRIER (TYPE K) M 1.6500 9,586.50 5,290.000 8,728.50 049 CLEAN BRIDGE DECK M2 4.5500 9,100.00 646.000 2,939.30 PROGRAM CAS145 PAGE 3 DATE 07/28/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253784 TIME 07:32 AM ESTIMATE NO. 26 BID OPENING 12/16/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/15/10 R.E. NAME: MOGHADAM SIAVOSH DATE OF THIS ESTIMATE 07/28/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 ACCESS OPENING, SOFFIT EA 655.0000 655.00 1.000 655.00 051 REMOVE CRASH CUSHION EA 230.0000 230.00 1.000 230.00 052 REMOVE CRASH CUSHION (SAND FILLED) EA 230.0000 460.00 1.000 230.00 053 BRIDGE REMOVAL (PORTION), LOCATION A LS 45,500.0000 45,500.00 1.000 45,500.00 054 BRIDGE REMOVAL (PORTION), LOCATION B LS 32,500.0000 32,500.00 1.000 32,500.00 055 BRIDGE REMOVAL (PORTION), LOCATION C LS 35,500.0000 35,500.00 1.000 35,500.00 056 BRIDGE REMOVAL (PORTION), LOCATION D LS 11,500.0000 11,500.00 1.000 11,500.00 057 BRIDGE REMOVAL (PORTION), LOCATION E LS 48,500.0000 48,500.00 1.000 48,500.00 058 CLEARING AND GRUBBING LS 80,000.0000 80,000.00 1.000 80,000.00 059 DEVELOP WATER SUPPLY LS 18,000.0000 18,000.00 1.000 18,000.00 060 ROADWAY EXCAVATION M3 20.0000 620,000.00 35,859.530 717,190.60 061 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 062 STRUCTURE EXCAVATION (BRIDGE) M3 56.0000 208,376.00 3,747.500 209,860.00 (F) 063 STRUCTURE EXCAVATION (RETAINING WALL) M3 17.0000 170,765.00 10,169.000 172,873.00 (F) 064 STRUCTURE BACKFILL (BRIDGE) M3 96.0000 244,896.00 2,582.000 247,872.00 (F) 065 STRUCTURE BACKFILL (RETAINING WALL) M3 30.0000 270,300.00 9,113.000 273,390.00 (F) 066 SAND BACKFILL M3 192.0000 7,104.00 36.500 7,008.00 067 EROSION CONTROL (TYPE D) HA 10,100.0000 80,800.00 5.979 60,387.90 (S) 068 BIOFILTRATION STRIP M2 2.4000 34,320.00 12,930.000 31,032.00 (S) 069 EROSION CONTROL (NETTING) M2 3.5500 13,845.00 10,177.990 36,131.86 (S) 070 FIBER ROLLS M 5.0500 25,351.00 6,598.750 33,323.69 (S) 071 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 3,000.00 8.000 4,000.00 (S) 072 WATER METER EA 25,500.0000 25,500.00 1.000 25,500.00 (S) 073 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 074 CLASS 4 AGGREGATE SUBBASE M3 17.2500 315,675.00 18,437.670 318,049.81 075 AGGREGATE BASE (APPROACH SLAB) M3 300.0000 3,300.00 13.000 3,900.00 076 CLASS 3 AGGREGATE BASE M3 130.0000 23,400.00 679.400 88,322.00 PROGRAM CAS145 PAGE 4 DATE 07/28/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253784 TIME 07:32 AM ESTIMATE NO. 26 BID OPENING 12/16/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/15/10 R.E. NAME: MOGHADAM SIAVOSH DATE OF THIS ESTIMATE 07/28/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 LEAN CONCRETE BASE M3 175.0000 1,018,500.00 6,090.410 1,065,821.75 078 SEAL RANDOM CRACKS LNKM 2,400.0000 50,400.00 21.000 50,400.00 079 REPLACE ASPHALT CONCRETE SURFACING M3 325.0000 305,500.00 822.400 267,280.00 080 HOT MIX ASPHALT TONN 93.0000 5,514,900.00 60,951.010 5,668,443.93 081 HOT MIX ASPHALT (LEVELING) TONN 87.0000 741,240.00 7,331.270 637,820.49 082 PAVING ASPHALT (BINDER, GEOSYNTHETIC TONN 10.0000 1,070.00 199.600 1,996.00 PAVEMENT INTERLAYER) 083 GEOSYNTHETIC PAVEMENT INTERLAYER M2 1.5500 155,000.00 106,124.950 164,493.67 084 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 4.0000 560.00 236.000 944.00 085 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 5.3500 56,228.50 9,369.000 50,124.15 086 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 4.4000 572.00 58.000 255.20 087 PLACE HOT MIX ASPHALT M2 10.7000 79,822.00 8,948.000 95,743.60 (MISCELLANEOUS AREA) 088 REPLACE CONCRETE PAVEMENT M3 610.0000 317,200.00 482.000 294,020.00 (RAPID STRENGTH CONCRETE) 089 CRACK EXISTING CONCRETE PAVEMENT M2 0.8600 18,404.00 21,400.000 18,404.00 090 GRIND EXISTING CONCRETE M2 6.6000 6,336.00 960.000 6,336.00 PAVEMENT 091 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 430.0000 1,022,970.00 2,379.000 1,022,970.00 (S) PILING 092 FURNISH PILING (CLASS 400) M 265.0000 9,805.00 37.000 9,805.00 093 DRIVE PILE (CLASS 400) EA 17,000.0000 68,000.00 4.000 68,000.00 (S) 094 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 245.0000 17,395.00 68.000 16,660.00 (S) PILING (SOUND WALL) 095 PRESTRESSING CAST-IN-PLACE CONCRETE LS 86,000.0000 86,000.00 1.000 86,000.00 (S) 096 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 355.0000 291,455.00 821.000 291,455.00 (F) 097 STRUCTURAL CONCRETE, BRIDGE M3 705.0000 1,473,450.00 2,096.000 1,477,680.00 (F) 098 STRUCTURAL CONCRETE, RETAINING WALL M3 605.0000 1,143,450.00 1,987.000 1,202,135.00 (F) 099 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,125.0000 254,250.00 226.000 254,250.00 (F) (TYPE N) 100 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,025.0000 111,725.00 109.000 111,725.00 (TYPE R) 101 MINOR CONCRETE (MINOR STRUCTURE) M3 1,150.0000 257,600.00 22.320 25,668.00 248.590 285,878.50 (F) 102 PAVING NOTCH EXTENSION M3 4,050.0000 20,250.00 5.000 20,250.00 103 DRILL AND BOND DOWEL M 40.5000 13,081.50 9.600 388.80 PROGRAM CAS145 PAGE 5 DATE 07/28/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253784 TIME 07:32 AM ESTIMATE NO. 26 BID OPENING 12/16/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/15/10 R.E. NAME: MOGHADAM SIAVOSH DATE OF THIS ESTIMATE 07/28/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 CORE CONCRETE (201 MM - 250 MM) M 1,425.0000 2,850.00 0.000 0.00 105 SOUND WALL (MASONRY BLOCK) M2 181.0000 229,689.00 1,269.000 229,689.00 (SF) 106 JOINT SEAL (MR 40 MM) M 256.0000 6,656.00 40.000 10,240.00 (SF) 107 JOINT SEAL (MR 25 MM) M 162.0000 10,854.00 74.000 11,988.00 (S) 108 JOINT SEAL (MR 50 MM) M 405.0000 6,075.00 16.000 6,480.00 (S) 109 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 110 BAR REINFORCING STEEL (BRIDGE) KG 1.8000 1,052,114.40 586,644.000 1,055,959.20 (SF) 111 BAR REINFORCING STEEL (RETAINING WALL) KG 2.2200 272,593.80 129,507.000 287,505.54 (SF) 112 ASPHALT MEMBRANE WATERPROOFING M2 51.0000 2,193.00 43.000 2,193.00 (SF) 113 TREAT BRIDGE DECK M2 3.0500 6,100.00 646.000 1,970.30 (F) 114 FURNISH BRIDGE DECK TREATMENT MATERIAL L 18.5000 16,835.00 294.000 5,439.00 115 COLUMN CASING KG 8.1000 204,120.00 25,200.000 204,120.00 (SF) 116 FURNISH SIGN STRUCTURE (TRUSS) KG 11.9500 1,149,243.45 97,369.000 1,163,559.55 (SF) 117 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4000 38,468.40 97,369.000 38,947.60 (SF) 118 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 122.0000 35,380.00 277.710 33,880.62 119 FURNISH SINGLE SHEET ALUMINUM SIGN M2 131.0000 4,192.00 2.900 379.90 (1.6 MM-UNFRAMED) 120 FURNISH SINGLE SHEET ALUMINUM SIGN M2 131.0000 1,179.00 6.680 875.08 (2.0 MM-UNFRAMED) 121 1524 MM CAST-IN-DRILLED-HOLE M 2,250.0000 182,250.00 80.000 180,000.00 (S) CONCRETE PILE (SIGN FOUNDATION) 122 METAL (BARRIER MOUNTED SIGN) KG 31.0000 1,860.00 60.000 1,860.00 123 ROADSIDE SIGN - ONE POST EA 181.0000 4,163.00 9.000 1,629.00 124 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 61.0000 244.00 2.000 122.00 METHOD) 125 INSTALL SIGN PANEL ON EXISTING FRAME M2 84.0000 4,284.00 44.310 3,722.04 126 INSTALL ROADSIDE SIGN PANEL ON EA 61.0000 366.00 0.000 0.00 EXISTING POST 127 450 MM ALTERNATIVE PIPE CULVERT M 161.0000 357,420.00 2,174.280 350,059.08 128 600 MM ALTERNATIVE PIPE CULVERT M 171.0000 117,990.00 726.000 124,146.00 129 750 MM ALTERNATIVE PIPE CULVERT M 186.0000 63,240.00 321.000 59,706.00 130 900 MM ALTERNATIVE PIPE CULVERT M 221.0000 17,901.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 07/28/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253784 TIME 07:32 AM ESTIMATE NO. 26 BID OPENING 12/16/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/15/10 R.E. NAME: MOGHADAM SIAVOSH DATE OF THIS ESTIMATE 07/28/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 450 MM BITUMINOUS COATED CORRUGATED M 252.0000 10,836.00 54.900 13,834.80 STEEL PIPE (2.01 MM THICK) 132 600 MM BITUMINOUS COATED CORRUGATED M 302.0000 5,436.00 29.600 8,939.20 STEEL PIPE (2.01 MM THICK) 133 750 MM BITUMINOUS COATED CORRUGATED M 351.0000 12,636.00 22.200 7,792.20 STEEL PIPE (2.01 MM THICK) 134 900 MM BITUMINOUS COATED CORRUGATED M 405.0000 6,075.00 0.000 0.00 STEEL PIPE (2.01 MM THICK) 135 450 MM SLOTTED CORRUGATED STEEL PIPE M 405.0000 30,375.00 75.000 30,375.00 (4.27 MM THICK) 136 200 MM PERFORATED STEEL PIPE UNDERDRAIN M 101.0000 107,060.00 1,163.000 117,463.00 137 PERMEABLE MATERIAL (BLANKET) M3 68.0000 156,400.00 2,894.030 196,794.04 138 450 MM ALTERNATIVE FLARED END SECTION EA 430.0000 430.00 1.000 430.00 139 ROCK SLOPE PROTECTION M3 295.0000 1,475.00 0.000 0.00 (BACKING NO. 2, METHOD B) 140 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 265.0000 3,445.00 0.000 0.00 141 SLOPE PAVING (CONCRETE) M3 2,700.0000 159,300.00 149.000 402,300.00 (F) 142 ROCK SLOPE PROTECTION FABRIC M2 100.0000 700.00 0.000 0.00 143 MINOR CONCRETE (MISCELLANEOUS M3 605.0000 163,350.00 331.380 200,484.90 CONSTRUCTION) 144 MINOR CONCRETE (BRUSHED CONCRETE) M2 58.0000 298,120.00 348.000 20,184.00 4,180.490 242,468.42 145 MISCELLANEOUS IRON AND STEEL KG 3.0500 65,562.80 4,486.000 13,682.30 25,484.000 77,726.20 (SF) 146 MISCELLANEOUS METAL (BRIDGE) KG 15.2500 1,708.00 56.000 854.00 (SF) 147 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,525.0000 1,525.00 1.000 1,525.00 148 DELINEATOR (CLASS 1) EA 31.0000 8,370.00 230.000 7,130.00 149 OBJECT MARKER (TYPE L-1) EA 36.0000 612.00 18.000 648.00 150 METAL BEAM GUARD RAILING M 136.0000 27,200.00 196.290 26,695.44 (S) 151 VEGETATION CONTROL (ASPHALT COMPOSITE) M2 82.0000 89,380.00 1,090.000 89,380.00 152 CONCRETE BARRIER (TYPE K) M 142.0000 12,780.00 49.400 7,014.80 153 SINGLE THRIE BEAM BARRIER M 62.0000 25,420.00 861.300 53,400.60 (S) 154 DOUBLE THRIE BEAM BARRIER M 106.0000 349,800.00 3,013.620 319,443.72 (S) 155 TRANSITION RAILING (TYPE WB) EA 5,900.0000 35,400.00 6.000 35,400.00 (S) 156 TRANSITION RAILING (TYPE DTB) EA 5,900.0000 17,700.00 6.000 35,400.00 (S) 157 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,310.0000 17,030.00 14.000 18,340.00 (S) PROGRAM CAS145 PAGE 7 DATE 07/28/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253784 TIME 07:32 AM ESTIMATE NO. 26 BID OPENING 12/16/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/15/10 R.E. NAME: MOGHADAM SIAVOSH DATE OF THIS ESTIMATE 07/28/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,400.0000 8,800.00 5.000 22,000.00 (S) 159 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,900.0000 58,500.00 11.000 42,900.00 (S) 160 CRASH CUSHION, SAND FILLED EA 450.0000 450.00 0.000 0.00 (S) 161 CONCRETE BARRIER (TYPE 60A MODIFIED) M 270.0000 20,250.00 75.000 20,250.00 (F) 162 CONCRETE BARRIER (TYPE 60) M 322.0000 16,100.00 223.000 71,806.00 163 CONCRETE BARRIER (TYPE 60A) M 265.0000 18,020.00 68.000 18,020.00 (F) 164 CONCRETE BARRIER (TYPE 732 MODIFIED) M 292.0000 63,072.00 208.400 60,852.80 (F) 165 CONCRETE BARRIER (TYPE 732A) M 192.0000 61,440.00 357.000 68,544.00 166 CONCRETE BARRIER (TYPE 736A MODIFIED) M 288.0000 88,128.00 306.000 88,128.00 (F) 167 CONCRETE BARRIER (TYPE 736SV) M 605.0000 36,905.00 57.000 34,485.00 (F) 168 THERMOPLASTIC PAVEMENT MARKING M2 38.0000 5,320.00 103.760 3,942.88 (S) 169 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9100 83,538.00 2,091.770 1,903.51 (S) 170 300 MM YELLOW THERMOPLASTIC TRAFFIC M 14.0000 6,300.00 0.000 0.00 (S) STRIPE 171 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7500 9,350.00 0.000 0.00 (S) 172 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.8500 4,606.50 0.000 0.00 (S) (BROKEN 3.66 M - 0.91 M) 173 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6500 13,780.00 2,175.000 1,413.75 (S) (BROKEN 10.38 M - 4.26 M) 174 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.8500 2,127.50 0.000 0.00 (S) (BROKEN 11.00 M - 3.50 M) 175 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1500 7,762.50 9,144.000 10,515.60 (S) 176 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.7500 27,775.00 4,401.000 12,102.75 (S) 177 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 1.000 500.00 SYSTEM ELEMENTS DURING CONSTRUCTION 178 LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 1.000 400,000.00 (S) 179 ELECTRONIC TOLL SYSTEM LS 290,000.0000 290,000.00 1.000 290,000.00 (S) 180 MODIFY SIGNAL AND LIGHTING LS 20,000.0000 20,000.00 1.000 20,000.00 (S) 181 TRAFFIC OPERATIONS SYSTEM (LOCATION 1) LS 90,000.0000 90,000.00 1.000 90,000.00 (S) 182 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 60,000.0000 60,000.00 1.000 60,000.00 (S) 183 TRAFFIC OPERATIONS SYSTEM (LOCATION 3) LS 25,000.0000 25,000.00 1.000 25,000.00 (S) 184 TRAFFIC OPERATIONS SYSTEM (LOCATION 4) LS 15,000.0000 15,000.00 1.000 15,000.00 (S) PROGRAM CAS145 PAGE 8 DATE 07/28/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253784 TIME 07:32 AM ESTIMATE NO. 26 BID OPENING 12/16/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/15/10 R.E. NAME: MOGHADAM SIAVOSH DATE OF THIS ESTIMATE 07/28/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 TRAFFIC OPERATIONS SYSTEM (LOCATION 5) LS 100,000.0000 100,000.00 1.000 100,000.00 (S) 186 TRAFFIC OPERATIONS SYSTEM (LOCATION 6) LS 90,000.0000 90,000.00 1.000 90,000.00 (S) 187 TRAFFIC OPERATIONS SYSTEM (LOCATION 7) LS 55,000.0000 55,000.00 1.000 55,000.00 (S) 188 CAMERA UNIT INCLUDING TESTING EA 25,000.0000 75,000.00 3.000 75,000.00 (S) 189 PAN AND TILT UNIT INCLUDING TESTING EA 8,000.0000 24,000.00 3.000 24,000.00 (S) 190 CAMERA CONTROL UNIT EA 8,000.0000 24,000.00 3.000 24,000.00 (S) 191 VIDEO ENCODER UNIT EA 35,000.0000 105,000.00 3.000 105,000.00 (S) 192 INTEGRATED SERVICES DIGITAL NETWORK EA 1,500.0000 4,500.00 3.000 4,500.00 (S) TERMINAL ADAPTER UNIT 193 HIGHWAY ADVISORY RADIO SYSTEM EA 24,000.0000 24,000.00 1.000 24,000.00 (S) 194 GENERAL PACKET RADIO SYSTEM WIRELESS EA 2,000.0000 14,000.00 7.000 14,000.00 (S) MODEM ASSEMBLY PROGRAM CAS145 PAGE 9 DATE 07/28/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253784 TIME 07:32 AM ESTIMATE NO. 26 BID OPENING 12/16/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/15/10 R.E. NAME: MOGHADAM SIAVOSH DATE OF THIS ESTIMATE 07/28/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 59,534.30 25,183,402.53 ADJUSTMENT OF COMPENSATION 0.00 1,926,468.06 EXTRA WORK 0.00 2,361,540.53 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 59,534.30 29,471,411.12 195 MOBILIZATION LS 813,000.0000 1,813,000.00 1.000 1,813,000.00 ORIGINAL CONTRACT AMOUNT 26,111,648.90 TOTAL WORK COMPLETED 59,534.30 31,284,411.12 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -4,941.00 TOTAL 59,534.30 31,279,470.12 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 04/30/09 92 05/01/09 05/01/09 10/15/10 286 39 192 2 100% 100% MOGHADAM SIAVOSH RESIDENT ENGINEER PROGRAM CAS145 DATE 07/28/11