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 06/16/09 EST. NO.02 TIME 12:00 PM R.E. NAME: ANDY CHANG 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 06/16/09 EST. NO.02 TIME 12:00 PM R.E. NAME: ANDY CHANG 04-253784 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253784 TIME 12:00 PM ESTIMATE NO. 02 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 06/20/09 R.E. NAME: ANDY CHANG DATE OF THIS ESTIMATE 06/16/09 LOCATION PROGRESS 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 0.000 0.00 02 TIME-RELATED OVERHEAD LS 200,000.0000 200,000.00 0.000 0.00 03 TEMPORARY FENCE (TYPE ESA) M 6.0000 41,100.00 2,834.640 17,007.84 04 CONSTRUCTION SITE MANAGEMENT LS 35,000.0000 35,000.00 0.200 7,000.00 0.200 7,000.00 05 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 1.000 2,500.00 S) PREVENTION PLAN 06 TEMPORARY SILT FENCE M 6.0000 11,460.00 720.000 4,320.00 720.000 4,320.00 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 800.0000 10,400.00 3.000 2,400.00 3.000 2,400.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 21,000.00 0.000 0.00 09 TEMPORARY COVER M2 3.0000 93,900.00 557.000 1,671.00 557.000 1,671.00 10 TEMPORARY DRAINAGE INLET PROTECTION EA 145.0000 25,375.00 50.000 7,250.00 50.000 7,250.00 11 STREET SWEEPING LS 100,000.0000 100,000.00 0.200 20,000.00 0.200 20,000.00 12 PREVENTION OF NESTING BIRDS LS 5,000.0000 5,000.00 0.500 2,500.00 0.500 2,500.00 (BRIDGES) 13 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.700 14,000.00 S) 14 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.100 15,000.00 0.200 30,000.00 S) 15 TEMPORARY PAVEMENT MARKING (PAINT) M2 31.7500 2,317.75 54.660 1,735.46 S) 16 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.9100 18,837.00 13,088.720 11,910.74 S) 17 CHANNELIZER (SURFACE MOUNTED) EA 36.0000 4,320.00 44.000 1,584.00 S) 18 TEMPORARY PAVEMENT MARKER EA 3.2000 25,856.00 4,608.000 14,745.60 S) 19 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.100 1,000.00 0.200 2,000.00 S) 20 TEMPORARY RAILING (TYPE K) M 20.0000 308,000.00 4,139.000 82,780.00 11,795.000 235,900.00 S) 21 TEMPORARY CRASH CUSHION MODULE EA 160.0000 64,000.00 56.000 8,960.00 258.000 41,280.00 S) 22 ABANDON CULVERT EA 1,345.0000 5,380.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 06/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253784 TIME 12:00 PM ESTIMATE NO. 02 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 06/20/09 R.E. NAME: ANDY CHANG DATE OF THIS ESTIMATE 06/16/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 16,500.00 550.000 16,500.00 25 REMOVE FLARED END SECTION EA 201.0000 603.00 1.000 201.00 1.000 201.00 26 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.5000 14,085.00 3,303.660 4,955.49 S) 27 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.5000 19,050.00 1,536.890 2,305.34 S) STRIPE 28 REMOVE PAINTED TRAFFIC STRIPE M 1.3000 15,210.00 3,368.520 4,379.08 S) 29 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.3000 15,730.00 6,054.380 7,870.69 S) 30 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 18.5000 2,312.50 24.760 458.06 S) 31 REMOVE CONTRAST TREATMENT M2 5.1000 3,228.30 0.000 0.00 32 REMOVE PAVEMENT MARKER EA 0.9100 22,477.00 5,934.000 5,399.94 33 REMOVE ROADSIDE SIGN EA 81.0000 1,701.00 0.000 0.00 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 1.000 3,500.00 1.000 3,500.00 36 REMOVE SIGN PANEL AND REMOVABLE SIGN EA 700.0000 2,800.00 1.000 700.00 1.000 700.00 PANEL FRAME 37 REMOVE ASPHALT CONCRETE DIKE M 1.8500 10,378.50 360.000 666.00 360.000 666.00 38 REMOVE OVERSIDE DRAIN EA 72.0000 72.00 0.000 0.00 39 REMOVE CULVERT M 101.0000 88,880.00 187.500 18,937.50 187.500 18,937.50 40 REMOVE INLET EA 510.0000 39,780.00 15.000 7,650.00 15.000 7,650.00 41 SALVAGE METAL BRIDGE RAILING M 30.0000 13,680.00 0.000 0.00 42 RELOCATE ROADSIDE SIGN EA 276.0000 4,968.00 0.000 0.00 43 ADJUST INLET EA 1,500.0000 13,500.00 0.000 0.00 44 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 8.0000 41,600.00 0.000 0.00 S) 45 REMOVE CONCRETE M3 225.0000 27,000.00 123.960 27,891.00 123.960 27,891.00 46 REMOVE CONCRETE CURB M 20.0000 33,600.00 60.400 1,208.00 60.400 1,208.00 47 REMOVE CONCRETE BARRIER M 25.5000 2,805.00 0.000 0.00 48 REMOVE CONCRETE BARRIER (TYPE K) M 1.6500 9,586.50 0.000 0.00 49 CLEAN BRIDGE DECK M2 4.5500 9,100.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 06/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253784 TIME 12:00 PM ESTIMATE NO. 02 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 06/20/09 R.E. NAME: ANDY CHANG DATE OF THIS ESTIMATE 06/16/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 51 REMOVE CRASH CUSHION EA 230.0000 230.00 0.000 0.00 52 REMOVE CRASH CUSHION (SAND FILLED) EA 230.0000 460.00 0.000 0.00 53 BRIDGE REMOVAL (PORTION), LOCATION A LS 45,500.0000 45,500.00 0.000 0.00 54 BRIDGE REMOVAL (PORTION), LOCATION B LS 32,500.0000 32,500.00 0.000 0.00 55 BRIDGE REMOVAL (PORTION), LOCATION C LS 35,500.0000 35,500.00 0.000 0.00 56 BRIDGE REMOVAL (PORTION), LOCATION D LS 11,500.0000 11,500.00 0.000 0.00 57 BRIDGE REMOVAL (PORTION), LOCATION E LS 48,500.0000 48,500.00 0.000 0.00 58 CLEARING AND GRUBBING LS 80,000.0000 80,000.00 0.500 40,000.00 59 DEVELOP WATER SUPPLY LS 18,000.0000 18,000.00 0.000 0.00 60 ROADWAY EXCAVATION M3 20.0000 620,000.00 1,150.000 23,000.00 1,150.000 23,000.00 61 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 62 STRUCTURE EXCAVATION (BRIDGE) M3 56.0000 208,376.00 924.000 51,744.00 924.000 51,744.00 F) 63 STRUCTURE EXCAVATION (RETAINING WALL) M3 17.0000 170,765.00 10,045.000 170,765.00 10,045.000 170,765.00 F) 64 STRUCTURE BACKFILL (BRIDGE) M3 96.0000 244,896.00 0.000 0.00 F) 65 STRUCTURE BACKFILL (RETAINING WALL) M3 30.0000 270,300.00 0.000 0.00 F) 66 SAND BACKFILL M3 192.0000 7,104.00 0.000 0.00 67 EROSION CONTROL (TYPE D) HA 10,100.0000 80,800.00 0.000 0.00 S) 68 BIOFILTRATION STRIP M2 2.4000 34,320.00 0.000 0.00 S) 69 EROSION CONTROL (NETTING) M2 3.5500 13,845.00 0.000 0.00 S) 70 FIBER ROLLS M 5.0500 25,351.00 770.000 3,888.50 770.000 3,888.50 S) 71 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 3,000.00 0.000 0.00 S) 72 WATER METER EA 25,500.0000 25,500.00 0.000 0.00 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 0.000 0.00 75 AGGREGATE BASE (APPROACH SLAB) M3 300.0000 3,300.00 0.000 0.00 76 CLASS 3 AGGREGATE BASE M3 130.0000 23,400.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 06/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253784 TIME 12:00 PM ESTIMATE NO. 02 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 06/20/09 R.E. NAME: ANDY CHANG DATE OF THIS ESTIMATE 06/16/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 78 SEAL RANDOM CRACKS LNKM 2,400.0000 50,400.00 0.000 0.00 79 REPLACE ASPHALT CONCRETE SURFACING M3 325.0000 305,500.00 0.000 0.00 80 HOT MIX ASPHALT TONN 93.0000 5,514,900.00 0.000 0.00 81 HOT MIX ASPHALT (LEVELING) TONN 87.0000 741,240.00 0.000 0.00 82 PAVING ASPHALT (BINDER, GEOSYNTHETIC TONN 10.0000 1,070.00 0.000 0.00 PAVEMENT INTERLAYER) 83 GEOSYNTHETIC PAVEMENT INTERLAYER M2 1.5500 155,000.00 0.000 0.00 84 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 4.0000 560.00 0.000 0.00 85 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 5.3500 56,228.50 0.000 0.00 86 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 4.4000 572.00 0.000 0.00 87 PLACE HOT MIX ASPHALT M2 10.7000 79,822.00 0.000 0.00 (MISCELLANEOUS AREA) 88 REPLACE CONCRETE PAVEMENT M3 610.0000 317,200.00 482.000 294,020.00 482.000 294,020.00 (RAPID STRENGTH CONCRETE) 89 CRACK EXISTING CONCRETE PAVEMENT M2 0.8600 18,404.00 0.000 0.00 90 GRIND EXISTING CONCRETE M2 6.6000 6,336.00 0.000 0.00 PAVEMENT 91 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 430.0000 1,022,970.00 100.000 43,000.00 100.000 43,000.00 S) PILING 92 FURNISH PILING (CLASS 400) M 265.0000 9,805.00 0.000 0.00 93 DRIVE PILE (CLASS 400) EA 17,000.0000 68,000.00 0.000 0.00 S) 94 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 245.0000 17,395.00 0.000 0.00 S) PILING (SOUND WALL) 95 PRESTRESSING CAST-IN-PLACE CONCRETE LS 86,000.0000 86,000.00 0.000 0.00 S) 96 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 355.0000 291,455.00 35.920 12,751.60 35.920 12,751.60 F) 97 STRUCTURAL CONCRETE, BRIDGE M3 705.0000 1,473,450.00 0.000 0.00 F) 98 STRUCTURAL CONCRETE, RETAINING WALL M3 605.0000 1,143,450.00 0.000 0.00 F) 99 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,125.0000 254,250.00 0.000 0.00 F) (TYPE N) 00 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,025.0000 111,725.00 0.000 0.00 (TYPE R) 01 MINOR CONCRETE (MINOR STRUCTURE) M3 1,150.0000 257,600.00 17.810 20,481.50 17.810 20,481.50 F) 02 PAVING NOTCH EXTENSION M3 4,050.0000 20,250.00 0.000 0.00 03 DRILL AND BOND DOWEL M 40.5000 13,081.50 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 06/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253784 TIME 12:00 PM ESTIMATE NO. 02 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 06/20/09 R.E. NAME: ANDY CHANG DATE OF THIS ESTIMATE 06/16/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 SF) 06 JOINT SEAL (MR 40 MM) M 256.0000 6,656.00 0.000 0.00 SF) 07 JOINT SEAL (MR 25 MM) M 162.0000 10,854.00 0.000 0.00 S) 08 JOINT SEAL (MR 50 MM) M 405.0000 6,075.00 0.000 0.00 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 12,701.000 22,861.80 12,701.000 22,861.80 SF) 11 BAR REINFORCING STEEL (RETAINING WALL) KG 2.2200 272,593.80 0.000 0.00 SF) 12 ASPHALT MEMBRANE WATERPROOFING M2 51.0000 2,193.00 0.000 0.00 SF) 13 TREAT BRIDGE DECK M2 3.0500 6,100.00 0.000 0.00 F) 14 FURNISH BRIDGE DECK TREATMENT MATERIAL L 18.5000 16,835.00 0.000 0.00 15 COLUMN CASING KG 8.1000 204,120.00 0.000 0.00 SF) 16 FURNISH SIGN STRUCTURE (TRUSS) KG 11.9500 1,149,243.45 0.000 0.00 SF) 17 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4000 38,468.40 0.000 0.00 SF) 18 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 122.0000 35,380.00 0.000 0.00 19 FURNISH SINGLE SHEET ALUMINUM SIGN M2 131.0000 4,192.00 0.000 0.00 (1.6 MM-UNFRAMED) 20 FURNISH SINGLE SHEET ALUMINUM SIGN M2 131.0000 1,179.00 0.000 0.00 (2.0 MM-UNFRAMED) 21 1524 MM CAST-IN-DRILLED-HOLE M 2,250.0000 182,250.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 22 METAL (BARRIER MOUNTED SIGN) KG 31.0000 1,860.00 0.000 0.00 23 ROADSIDE SIGN - ONE POST EA 181.0000 4,163.00 0.000 0.00 24 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 61.0000 244.00 0.000 0.00 METHOD) 25 INSTALL SIGN PANEL ON EXISTING FRAME M2 84.0000 4,284.00 0.000 0.00 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 357,420.00 207.400 33,391.40 207.400 33,391.40 28 600 MM ALTERNATIVE PIPE CULVERT M 171.0000 117,990.00 247.100 42,254.10 247.100 42,254.10 29 750 MM ALTERNATIVE PIPE CULVERT M 186.0000 63,240.00 0.000 0.00 30 900 MM ALTERNATIVE PIPE CULVERT M 221.0000 17,901.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 06/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253784 TIME 12:00 PM ESTIMATE NO. 02 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 06/20/09 R.E. NAME: ANDY CHANG DATE OF THIS ESTIMATE 06/16/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.700 932.40 3.700 932.40 STEEL PIPE (2.01 MM THICK) 32 600 MM BITUMINOUS COATED CORRUGATED M 302.0000 5,436.00 13.200 3,986.40 13.200 3,986.40 STEEL PIPE (2.01 MM THICK) 33 750 MM BITUMINOUS COATED CORRUGATED M 351.0000 12,636.00 0.000 0.00 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 0.000 0.00 (4.27 MM THICK) 36 200 MM PERFORATED STEEL PIPE UNDERDRAIN M 101.0000 107,060.00 0.000 0.00 37 PERMEABLE MATERIAL (BLANKET) M3 68.0000 156,400.00 0.000 0.00 38 450 MM ALTERNATIVE FLARED END SECTION EA 430.0000 430.00 0.000 0.00 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 0.000 0.00 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 0.000 0.00 CONSTRUCTION) 44 MINOR CONCRETE (BRUSHED CONCRETE) M2 58.0000 298,120.00 0.000 0.00 45 MISCELLANEOUS IRON AND STEEL KG 3.0500 65,562.80 2,266.000 6,911.30 2,266.000 6,911.30 SF) 46 MISCELLANEOUS METAL (BRIDGE) KG 15.2500 1,708.00 0.000 0.00 SF) 47 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,525.0000 1,525.00 0.000 0.00 48 DELINEATOR (CLASS 1) EA 31.0000 8,370.00 74.000 2,294.00 74.000 2,294.00 49 OBJECT MARKER (TYPE L-1) EA 36.0000 612.00 0.000 0.00 50 METAL BEAM GUARD RAILING M 136.0000 27,200.00 0.000 0.00 S) 51 VEGETATION CONTROL (ASPHALT COMPOSITE) M2 82.0000 89,380.00 0.000 0.00 52 CONCRETE BARRIER (TYPE K) M 142.0000 12,780.00 0.000 0.00 53 SINGLE THRIE BEAM BARRIER M 62.0000 25,420.00 0.000 0.00 S) 54 DOUBLE THRIE BEAM BARRIER M 106.0000 349,800.00 0.000 0.00 S) 55 TRANSITION RAILING (TYPE WB) EA 5,900.0000 35,400.00 0.000 0.00 S) 56 TRANSITION RAILING (TYPE DTB) EA 5,900.0000 17,700.00 0.000 0.00 S) 57 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,310.0000 17,030.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 06/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253784 TIME 12:00 PM ESTIMATE NO. 02 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 06/20/09 R.E. NAME: ANDY CHANG DATE OF THIS ESTIMATE 06/16/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 59 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,900.0000 58,500.00 0.000 0.00 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 0.000 0.00 F) 62 CONCRETE BARRIER (TYPE 60) M 322.0000 16,100.00 0.000 0.00 63 CONCRETE BARRIER (TYPE 60A) M 265.0000 18,020.00 0.000 0.00 F) 64 CONCRETE BARRIER (TYPE 732 MODIFIED) M 292.0000 63,072.00 0.000 0.00 F) 65 CONCRETE BARRIER (TYPE 732A) M 192.0000 61,440.00 0.000 0.00 66 CONCRETE BARRIER (TYPE 736A MODIFIED) M 288.0000 88,128.00 0.000 0.00 F) 67 CONCRETE BARRIER (TYPE 736SV) M 605.0000 36,905.00 0.000 0.00 F) 68 THERMOPLASTIC PAVEMENT MARKING M2 38.0000 5,320.00 0.000 0.00 S) 69 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9100 83,538.00 0.000 0.00 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 0.000 0.00 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 0.000 0.00 S) 76 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.7500 27,775.00 0.000 0.00 S) 77 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 78 LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 0.000 0.00 S) 79 ELECTRONIC TOLL SYSTEM LS 290,000.0000 290,000.00 0.000 0.00 S) 80 MODIFY SIGNAL AND LIGHTING LS 20,000.0000 20,000.00 0.000 0.00 S) 81 TRAFFIC OPERATIONS SYSTEM (LOCATION 1) LS 90,000.0000 90,000.00 0.000 0.00 S) 82 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 60,000.0000 60,000.00 0.000 0.00 S) 83 TRAFFIC OPERATIONS SYSTEM (LOCATION 3) LS 25,000.0000 25,000.00 0.000 0.00 S) 84 TRAFFIC OPERATIONS SYSTEM (LOCATION 4) LS 15,000.0000 15,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 06/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253784 TIME 12:00 PM ESTIMATE NO. 02 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 06/20/09 R.E. NAME: ANDY CHANG DATE OF THIS ESTIMATE 06/16/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 86 TRAFFIC OPERATIONS SYSTEM (LOCATION 6) LS 90,000.0000 90,000.00 0.000 0.00 S) 87 TRAFFIC OPERATIONS SYSTEM (LOCATION 7) LS 55,000.0000 55,000.00 0.000 0.00 S) 88 CAMERA UNIT INCLUDING TESTING EA 25,000.0000 75,000.00 0.000 0.00 S) 89 PAN AND TILT UNIT INCLUDING TESTING EA 8,000.0000 24,000.00 0.000 0.00 S) 90 CAMERA CONTROL UNIT EA 8,000.0000 24,000.00 0.000 0.00 S) 91 VIDEO ENCODER UNIT EA 35,000.0000 105,000.00 0.000 0.00 S) 92 INTEGRATED SERVICES DIGITAL NETWORK EA 1,500.0000 4,500.00 0.000 0.00 S) TERMINAL ADAPTER UNIT 93 HIGHWAY ADVISORY RADIO SYSTEM EA 24,000.0000 24,000.00 0.000 0.00 S) 94 GENERAL PACKET RADIO SYSTEM WIRELESS EA 2,000.0000 14,000.00 0.000 0.00 S) MODEM ASSEMBLY PROGRAM CAS145 PAGE 9 DATE 06/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253784 TIME 12:00 PM ESTIMATE NO. 02 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 06/20/09 R.E. NAME: ANDY CHANG DATE OF THIS ESTIMATE 06/16/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 948,416.50 1,297,708.74 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 948,416.50 1,297,708.74 95 MOBILIZATION LS 1813,000.0000 1,813,000.00 0.500 906,500.00 0.500 906,500.00 ORIGINAL CONTRACT AMOUNT 26,111,648.90 TOTAL WORK COMPLETED 1,854,916.50 2,204,208.74 MATERIALS ON HAND ON SITE 137,693.84 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,854,916.50 2,341,902.58 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 04/30/09 92 05/01/09 05/01/09 11/05/09 0 0 0 0 8% 0% PROGRESS IS SATISFACTORY ANDY CHANG RESIDENT ENGINEER PROGRAM CAS145 DATE 06/16/09