PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 04/22/11 EST. NO.23 TIME 04:39 PM 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 --------------------------------------------------------------------------- 053 0001 289,877.03 A.C. @ L.S.(+) 041911 N 001 0 054 0001 85,702.13 A.C. @ L.S.(+) 041911 N 0001 0 375,579.16 TOTAL THIS ESTIMATE 3,875,757.65 TOTAL PREVIOUS ESTIMATE 4,251,336.81 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 04/22/11 EST. NO.23 TIME 04:39 PM 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 04/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253784 TIME 04:39 PM ESTIMATE NO. 23 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 04/22/11 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 1.000 10,000.00 02 TIME-RELATED OVERHEAD LS 200,000.0000 200,000.00 1.000 200,000.00 03 TEMPORARY FENCE (TYPE ESA) M 6.0000 41,100.00 4,110.300 24,661.80 04 CONSTRUCTION SITE MANAGEMENT LS 35,000.0000 35,000.00 1.000 35,000.00 05 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 S) PREVENTION PLAN 06 TEMPORARY SILT FENCE M 6.0000 11,460.00 2,496.730 14,980.38 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 800.0000 10,400.00 24.000 19,200.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 21,000.00 10.000 35,000.00 09 TEMPORARY COVER M2 3.0000 93,900.00 37,327.700 111,983.10 10 TEMPORARY DRAINAGE INLET PROTECTION EA 145.0000 25,375.00 101.000 14,645.00 11 STREET SWEEPING LS 100,000.0000 100,000.00 1.000 100,000.00 12 PREVENTION OF NESTING BIRDS LS 5,000.0000 5,000.00 1.000 5,000.00 (BRIDGES) 13 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 1.000 20,000.00 S) 14 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 1.000 150,000.00 S) 15 TEMPORARY PAVEMENT MARKING (PAINT) M2 31.7500 2,317.75 84.240 2,674.62 S) 16 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.9100 18,837.00 97,976.290 89,158.42 S) 17 CHANNELIZER (SURFACE MOUNTED) EA 36.0000 4,320.00 104.000 3,744.00 S) 18 TEMPORARY PAVEMENT MARKER EA 3.2000 25,856.00 9,297.000 29,750.40 S) 19 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 1.000 10,000.00 S) 20 TEMPORARY RAILING (TYPE K) M 20.0000 308,000.00 24,975.900 499,518.00 S) 21 TEMPORARY CRASH CUSHION MODULE EA 160.0000 64,000.00 356.000 56,960.00 S) 22 ABANDON CULVERT EA 1,345.0000 5,380.00 4.000 5,380.00 PROGRAM CAS145 PAGE 2 DATE 04/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253784 TIME 04:39 PM ESTIMATE NO. 23 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 04/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE CHAIN LINK FENCE M 20.0000 60.00 0.000 0.00 24 REMOVE METAL BEAM GUARD RAILING M 30.0000 16,500.00 620.430 18,612.90 25 REMOVE FLARED END SECTION EA 201.0000 603.00 4.000 804.00 26 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.5000 14,085.00 6,732.620 10,098.93 S) 27 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.5000 19,050.00 5,230.130 7,845.20 S) STRIPE 28 REMOVE PAINTED TRAFFIC STRIPE M 1.3000 15,210.00 18,967.200 24,657.36 S) 29 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.3000 15,730.00 12,953.020 16,838.93 S) 30 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 18.5000 2,312.50 65.500 1,211.75 S) 31 REMOVE CONTRAST TREATMENT M2 5.1000 3,228.30 309.000 1,575.90 32 REMOVE PAVEMENT MARKER EA 0.9100 22,477.00 9,702.000 8,828.82 33 REMOVE ROADSIDE SIGN EA 81.0000 1,701.00 15.000 1,215.00 34 REMOVE ROADSIDE SIGN EA 61.0000 244.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 35 REMOVE SIGN STRUCTURE EA 3,500.0000 21,000.00 6.000 21,000.00 36 REMOVE SIGN PANEL AND REMOVABLE SIGN EA 700.0000 2,800.00 4.000 2,800.00 PANEL FRAME 37 REMOVE ASPHALT CONCRETE DIKE M 1.8500 10,378.50 5,610.000 10,378.50 38 REMOVE OVERSIDE DRAIN EA 72.0000 72.00 1.000 72.00 39 REMOVE CULVERT M 101.0000 88,880.00 748.600 75,608.60 40 REMOVE INLET EA 510.0000 39,780.00 75.000 38,250.00 41 SALVAGE METAL BRIDGE RAILING M 30.0000 13,680.00 456.000 13,680.00 42 RELOCATE ROADSIDE SIGN EA 276.0000 4,968.00 13.000 3,588.00 43 ADJUST INLET EA 1,500.0000 13,500.00 18.000 27,000.00 44 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 8.0000 41,600.00 5,200.000 41,600.00 S) 45 REMOVE CONCRETE M3 225.0000 27,000.00 678.210 152,597.25 46 REMOVE CONCRETE CURB M 20.0000 33,600.00 1,680.020 33,600.40 47 REMOVE CONCRETE BARRIER M 25.5000 2,805.00 110.000 2,805.00 48 REMOVE CONCRETE BARRIER (TYPE K) M 1.6500 9,586.50 5,290.000 8,728.50 49 CLEAN BRIDGE DECK M2 4.5500 9,100.00 646.000 2,939.30 PROGRAM CAS145 PAGE 3 DATE 04/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253784 TIME 04:39 PM ESTIMATE NO. 23 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 04/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ACCESS OPENING, SOFFIT EA 655.0000 655.00 1.000 655.00 51 REMOVE CRASH CUSHION EA 230.0000 230.00 1.000 230.00 52 REMOVE CRASH CUSHION (SAND FILLED) EA 230.0000 460.00 1.000 230.00 53 BRIDGE REMOVAL (PORTION), LOCATION A LS 45,500.0000 45,500.00 1.000 45,500.00 54 BRIDGE REMOVAL (PORTION), LOCATION B LS 32,500.0000 32,500.00 1.000 32,500.00 55 BRIDGE REMOVAL (PORTION), LOCATION C LS 35,500.0000 35,500.00 1.000 35,500.00 56 BRIDGE REMOVAL (PORTION), LOCATION D LS 11,500.0000 11,500.00 1.000 11,500.00 57 BRIDGE REMOVAL (PORTION), LOCATION E LS 48,500.0000 48,500.00 1.000 48,500.00 58 CLEARING AND GRUBBING LS 80,000.0000 80,000.00 1.000 80,000.00 59 DEVELOP WATER SUPPLY LS 18,000.0000 18,000.00 1.000 18,000.00 60 ROADWAY EXCAVATION M3 20.0000 620,000.00 35,859.530 717,190.60 61 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 62 STRUCTURE EXCAVATION (BRIDGE) M3 56.0000 208,376.00 3,747.500 209,860.00 F) 63 STRUCTURE EXCAVATION (RETAINING WALL) M3 17.0000 170,765.00 10,169.000 172,873.00 F) 64 STRUCTURE BACKFILL (BRIDGE) M3 96.0000 244,896.00 2,582.000 247,872.00 F) 65 STRUCTURE BACKFILL (RETAINING WALL) M3 30.0000 270,300.00 9,113.000 273,390.00 F) 66 SAND BACKFILL M3 192.0000 7,104.00 36.500 7,008.00 67 EROSION CONTROL (TYPE D) HA 10,100.0000 80,800.00 5.979 60,387.90 S) 68 BIOFILTRATION STRIP M2 2.4000 34,320.00 12,930.000 31,032.00 S) 69 EROSION CONTROL (NETTING) M2 3.5500 13,845.00 10,177.990 36,131.86 S) 70 FIBER ROLLS M 5.0500 25,351.00 6,598.750 33,323.69 S) 71 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 3,000.00 8.000 4,000.00 S) 72 WATER METER EA 25,500.0000 25,500.00 1.000 25,500.00 S) 73 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 74 CLASS 4 AGGREGATE SUBBASE M3 17.2500 315,675.00 18,437.670 318,049.81 75 AGGREGATE BASE (APPROACH SLAB) M3 300.0000 3,300.00 13.000 3,900.00 76 CLASS 3 AGGREGATE BASE M3 130.0000 23,400.00 679.400 88,322.00 PROGRAM CAS145 PAGE 4 DATE 04/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253784 TIME 04:39 PM ESTIMATE NO. 23 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 04/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 LEAN CONCRETE BASE M3 175.0000 1,018,500.00 6,090.410 1,065,821.75 78 SEAL RANDOM CRACKS LNKM 2,400.0000 50,400.00 21.000 50,400.00 79 REPLACE ASPHALT CONCRETE SURFACING M3 325.0000 305,500.00 822.400 267,280.00 80 HOT MIX ASPHALT TONN 93.0000 5,514,900.00 60,951.010 5,668,443.93 81 HOT MIX ASPHALT (LEVELING) TONN 87.0000 741,240.00 7,331.270 637,820.49 82 PAVING ASPHALT (BINDER, GEOSYNTHETIC TONN 10.0000 1,070.00 199.600 1,996.00 PAVEMENT INTERLAYER) 83 GEOSYNTHETIC PAVEMENT INTERLAYER M2 1.5500 155,000.00 106,124.950 164,493.67 84 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 4.0000 560.00 236.000 944.00 85 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 5.3500 56,228.50 9,369.000 50,124.15 86 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 4.4000 572.00 58.000 255.20 87 PLACE HOT MIX ASPHALT M2 10.7000 79,822.00 8,948.000 95,743.60 (MISCELLANEOUS AREA) 88 REPLACE CONCRETE PAVEMENT M3 610.0000 317,200.00 482.000 294,020.00 (RAPID STRENGTH CONCRETE) 89 CRACK EXISTING CONCRETE PAVEMENT M2 0.8600 18,404.00 21,400.000 18,404.00 90 GRIND EXISTING CONCRETE M2 6.6000 6,336.00 960.000 6,336.00 PAVEMENT 91 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 430.0000 1,022,970.00 2,379.000 1,022,970.00 S) PILING 92 FURNISH PILING (CLASS 400) M 265.0000 9,805.00 37.000 9,805.00 93 DRIVE PILE (CLASS 400) EA 17,000.0000 68,000.00 4.000 68,000.00 S) 94 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 245.0000 17,395.00 68.000 16,660.00 S) PILING (SOUND WALL) 95 PRESTRESSING CAST-IN-PLACE CONCRETE LS 86,000.0000 86,000.00 1.000 86,000.00 S) 96 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 355.0000 291,455.00 821.000 291,455.00 F) 97 STRUCTURAL CONCRETE, BRIDGE M3 705.0000 1,473,450.00 2,096.000 1,477,680.00 F) 98 STRUCTURAL CONCRETE, RETAINING WALL M3 605.0000 1,143,450.00 1,987.000 1,202,135.00 F) 99 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,125.0000 254,250.00 226.000 254,250.00 F) (TYPE N) 00 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,025.0000 111,725.00 109.000 111,725.00 (TYPE R) 01 MINOR CONCRETE (MINOR STRUCTURE) M3 1,150.0000 257,600.00 208.270 239,510.50 F) 02 PAVING NOTCH EXTENSION M3 4,050.0000 20,250.00 5.000 20,250.00 03 DRILL AND BOND DOWEL M 40.5000 13,081.50 9.600 388.80 PROGRAM CAS145 PAGE 5 DATE 04/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253784 TIME 04:39 PM ESTIMATE NO. 23 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 04/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CORE CONCRETE (201 MM - 250 MM) M 1,425.0000 2,850.00 0.000 0.00 05 SOUND WALL (MASONRY BLOCK) M2 181.0000 229,689.00 1,269.000 229,689.00 SF) 06 JOINT SEAL (MR 40 MM) M 256.0000 6,656.00 40.000 10,240.00 SF) 07 JOINT SEAL (MR 25 MM) M 162.0000 10,854.00 74.000 11,988.00 S) 08 JOINT SEAL (MR 50 MM) M 405.0000 6,075.00 16.000 6,480.00 S) 09 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 10 BAR REINFORCING STEEL (BRIDGE) KG 1.8000 1,052,114.40 586,644.000 1,055,959.20 SF) 11 BAR REINFORCING STEEL (RETAINING WALL) KG 2.2200 272,593.80 129,507.000 287,505.54 SF) 12 ASPHALT MEMBRANE WATERPROOFING M2 51.0000 2,193.00 43.000 2,193.00 SF) 13 TREAT BRIDGE DECK M2 3.0500 6,100.00 646.000 1,970.30 F) 14 FURNISH BRIDGE DECK TREATMENT MATERIAL L 18.5000 16,835.00 294.000 5,439.00 15 COLUMN CASING KG 8.1000 204,120.00 25,200.000 204,120.00 SF) 16 FURNISH SIGN STRUCTURE (TRUSS) KG 11.9500 1,149,243.45 97,369.000 1,163,559.55 SF) 17 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4000 38,468.40 97,369.000 38,947.60 SF) 18 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 122.0000 35,380.00 277.710 33,880.62 19 FURNISH SINGLE SHEET ALUMINUM SIGN M2 131.0000 4,192.00 2.900 379.90 (1.6 MM-UNFRAMED) 20 FURNISH SINGLE SHEET ALUMINUM SIGN M2 131.0000 1,179.00 6.680 875.08 (2.0 MM-UNFRAMED) 21 1524 MM CAST-IN-DRILLED-HOLE M 2,250.0000 182,250.00 80.000 180,000.00 S) CONCRETE PILE (SIGN FOUNDATION) 22 METAL (BARRIER MOUNTED SIGN) KG 31.0000 1,860.00 60.000 1,860.00 23 ROADSIDE SIGN - ONE POST EA 181.0000 4,163.00 9.000 1,629.00 24 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 61.0000 244.00 2.000 122.00 METHOD) 25 INSTALL SIGN PANEL ON EXISTING FRAME M2 84.0000 4,284.00 44.310 3,722.04 26 INSTALL ROADSIDE SIGN PANEL ON EA 61.0000 366.00 0.000 0.00 EXISTING POST 27 450 MM ALTERNATIVE PIPE CULVERT M 161.0000 357,420.00 2,174.280 350,059.08 28 600 MM ALTERNATIVE PIPE CULVERT M 171.0000 117,990.00 726.000 124,146.00 29 750 MM ALTERNATIVE PIPE CULVERT M 186.0000 63,240.00 321.000 59,706.00 30 900 MM ALTERNATIVE PIPE CULVERT M 221.0000 17,901.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 04/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253784 TIME 04:39 PM ESTIMATE NO. 23 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 04/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 450 MM BITUMINOUS COATED CORRUGATED M 252.0000 10,836.00 54.900 13,834.80 STEEL PIPE (2.01 MM THICK) 32 600 MM BITUMINOUS COATED CORRUGATED M 302.0000 5,436.00 29.600 8,939.20 STEEL PIPE (2.01 MM THICK) 33 750 MM BITUMINOUS COATED CORRUGATED M 351.0000 12,636.00 22.200 7,792.20 STEEL PIPE (2.01 MM THICK) 34 900 MM BITUMINOUS COATED CORRUGATED M 405.0000 6,075.00 0.000 0.00 STEEL PIPE (2.01 MM THICK) 35 450 MM SLOTTED CORRUGATED STEEL PIPE M 405.0000 30,375.00 75.000 30,375.00 (4.27 MM THICK) 36 200 MM PERFORATED STEEL PIPE UNDERDRAIN M 101.0000 107,060.00 1,163.000 117,463.00 37 PERMEABLE MATERIAL (BLANKET) M3 68.0000 156,400.00 2,894.030 196,794.04 38 450 MM ALTERNATIVE FLARED END SECTION EA 430.0000 430.00 1.000 430.00 39 ROCK SLOPE PROTECTION M3 295.0000 1,475.00 0.000 0.00 (BACKING NO. 2, METHOD B) 40 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 265.0000 3,445.00 0.000 0.00 41 SLOPE PAVING (CONCRETE) M3 2,700.0000 159,300.00 149.000 402,300.00 F) 42 ROCK SLOPE PROTECTION FABRIC M2 100.0000 700.00 0.000 0.00 43 MINOR CONCRETE (MISCELLANEOUS M3 605.0000 163,350.00 331.380 200,484.90 CONSTRUCTION) 44 MINOR CONCRETE (BRUSHED CONCRETE) M2 58.0000 298,120.00 3,832.490 222,284.42 45 MISCELLANEOUS IRON AND STEEL KG 3.0500 65,562.80 18,518.000 56,479.90 SF) 46 MISCELLANEOUS METAL (BRIDGE) KG 15.2500 1,708.00 56.000 854.00 SF) 47 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,525.0000 1,525.00 1.000 1,525.00 48 DELINEATOR (CLASS 1) EA 31.0000 8,370.00 230.000 7,130.00 49 OBJECT MARKER (TYPE L-1) EA 36.0000 612.00 18.000 648.00 50 METAL BEAM GUARD RAILING M 136.0000 27,200.00 196.290 26,695.44 S) 51 VEGETATION CONTROL (ASPHALT COMPOSITE) M2 82.0000 89,380.00 1,090.000 89,380.00 52 CONCRETE BARRIER (TYPE K) M 142.0000 12,780.00 49.400 7,014.80 53 SINGLE THRIE BEAM BARRIER M 62.0000 25,420.00 861.300 53,400.60 S) 54 DOUBLE THRIE BEAM BARRIER M 106.0000 349,800.00 3,013.620 319,443.72 S) 55 TRANSITION RAILING (TYPE WB) EA 5,900.0000 35,400.00 6.000 35,400.00 S) 56 TRANSITION RAILING (TYPE DTB) EA 5,900.0000 17,700.00 6.000 35,400.00 S) 57 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,310.0000 17,030.00 14.000 18,340.00 S) PROGRAM CAS145 PAGE 7 DATE 04/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253784 TIME 04:39 PM ESTIMATE NO. 23 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 04/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,400.0000 8,800.00 5.000 22,000.00 S) 59 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,900.0000 58,500.00 11.000 42,900.00 S) 60 CRASH CUSHION, SAND FILLED EA 450.0000 450.00 0.000 0.00 S) 61 CONCRETE BARRIER (TYPE 60A MODIFIED) M 270.0000 20,250.00 75.000 20,250.00 F) 62 CONCRETE BARRIER (TYPE 60) M 322.0000 16,100.00 223.000 71,806.00 63 CONCRETE BARRIER (TYPE 60A) M 265.0000 18,020.00 68.000 18,020.00 F) 64 CONCRETE BARRIER (TYPE 732 MODIFIED) M 292.0000 63,072.00 208.400 60,852.80 F) 65 CONCRETE BARRIER (TYPE 732A) M 192.0000 61,440.00 357.000 68,544.00 66 CONCRETE BARRIER (TYPE 736A MODIFIED) M 288.0000 88,128.00 306.000 88,128.00 F) 67 CONCRETE BARRIER (TYPE 736SV) M 605.0000 36,905.00 57.000 34,485.00 F) 68 THERMOPLASTIC PAVEMENT MARKING M2 38.0000 5,320.00 103.760 3,942.88 S) 69 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9100 83,538.00 2,091.770 1,903.51 S) 70 300 MM YELLOW THERMOPLASTIC TRAFFIC M 14.0000 6,300.00 0.000 0.00 S) STRIPE 71 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7500 9,350.00 0.000 0.00 S) 72 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.8500 4,606.50 0.000 0.00 S) (BROKEN 3.66 M - 0.91 M) 73 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6500 13,780.00 2,175.000 1,413.75 S) (BROKEN 10.38 M - 4.26 M) 74 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.8500 2,127.50 0.000 0.00 S) (BROKEN 11.00 M - 3.50 M) 75 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1500 7,762.50 9,144.000 10,515.60 S) 76 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.7500 27,775.00 4,401.000 12,102.75 S) 77 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 1.000 500.00 SYSTEM ELEMENTS DURING CONSTRUCTION 78 LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 1.000 400,000.00 S) 79 ELECTRONIC TOLL SYSTEM LS 290,000.0000 290,000.00 1.000 290,000.00 S) 80 MODIFY SIGNAL AND LIGHTING LS 20,000.0000 20,000.00 1.000 20,000.00 S) 81 TRAFFIC OPERATIONS SYSTEM (LOCATION 1) LS 90,000.0000 90,000.00 1.000 90,000.00 S) 82 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 60,000.0000 60,000.00 1.000 60,000.00 S) 83 TRAFFIC OPERATIONS SYSTEM (LOCATION 3) LS 25,000.0000 25,000.00 1.000 25,000.00 S) 84 TRAFFIC OPERATIONS SYSTEM (LOCATION 4) LS 15,000.0000 15,000.00 1.000 15,000.00 S) PROGRAM CAS145 PAGE 8 DATE 04/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253784 TIME 04:39 PM ESTIMATE NO. 23 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 04/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 TRAFFIC OPERATIONS SYSTEM (LOCATION 5) LS 100,000.0000 100,000.00 1.000 100,000.00 S) 86 TRAFFIC OPERATIONS SYSTEM (LOCATION 6) LS 90,000.0000 90,000.00 1.000 90,000.00 S) 87 TRAFFIC OPERATIONS SYSTEM (LOCATION 7) LS 55,000.0000 55,000.00 1.000 55,000.00 S) 88 CAMERA UNIT INCLUDING TESTING EA 25,000.0000 75,000.00 3.000 75,000.00 S) 89 PAN AND TILT UNIT INCLUDING TESTING EA 8,000.0000 24,000.00 3.000 24,000.00 S) 90 CAMERA CONTROL UNIT EA 8,000.0000 24,000.00 3.000 24,000.00 S) 91 VIDEO ENCODER UNIT EA 35,000.0000 105,000.00 3.000 105,000.00 S) 92 INTEGRATED SERVICES DIGITAL NETWORK EA 1,500.0000 4,500.00 3.000 4,500.00 S) TERMINAL ADAPTER UNIT 93 HIGHWAY ADVISORY RADIO SYSTEM EA 24,000.0000 24,000.00 1.000 24,000.00 S) 94 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 04/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253784 TIME 04:39 PM ESTIMATE NO. 23 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 04/22/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 25,095,604.23 ADJUSTMENT OF COMPENSATION 375,579.16 1,889,796.28 EXTRA WORK 0.00 2,361,540.53 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 375,579.16 29,346,941.04 95 MOBILIZATION LS 1813,000.0000 1,813,000.00 1.000 1,813,000.00 ORIGINAL CONTRACT AMOUNT 26,111,648.90 TOTAL WORK COMPLETED 375,579.16 31,159,941.04 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -4,941.00 TOTAL 375,579.16 31,155,000.04 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 04/22/11