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.05 TIME 03:53 PM R.E. NAME: SAIDIAN, JACOB 04-1A9804 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0053 1,328.25 E.W. @ F.A.(+) 021401 N 0076.0 0055 1,248.87 011711 N 0037.2 0056 447.66 012911 N 0083.0 003 0003 232.32 E.W. @ F.A.(+) 011011 N 0008.0 0004 116.16 011211 N 0009.0 0005 116.16 011211 N 0010.0 0006 116.16 011311 N 0015.0 0007 116.16 011411 N 0016.0 0010 116.16 011811 N 0022.0 0011 116.16 012011 N 0027.0 0012 116.16 012111 N 0033.0 0013 116.16 012211 N 0047.0 0014 290.29 012311 N 0053.0 4,476.67 TOTAL THIS ESTIMATE 37,506.98 TOTAL PREVIOUS ESTIMATE 41,983.65 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.05 TIME 03:53 PM R.E. NAME: SAIDIAN, JACOB 04-1A9804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CCO 6 & 7 10% MARKUP -470.00 04 0.00 -470.00 TOTAL DEDUCTIONS 0.00 -470.00 PROGRAM CAS145 PAGE 1 DATE 04/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A9804 TIME 03:53 PM ESTIMATE NO. 05 BID OPENING 07/27/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: SAIDIAN, JACOB DATE OF THIS ESTIMATE 04/22/11 LOCATION RERUN PROGRESS ESTIMATE 04-SCL-101-31.0/34.9 ----------------------- RGW CONSTRUCTION, INC IN SANTA CLARA COUNTY IN SAN JOSE 550 GREENVILLE ROAD FROM 0.1 MILE NORTH OF CAPITOL LIVERMORE, CA 94550-9235 EXPRESSWAY OVERCROSSING TO 0.3 MILE SOUTH OF STORY ROAD OVERCROSSING FED. AID NO. ARRA-Q101(164) ,L-Q101(164) ,HPLU-6204(90) WIDEN FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 4,000.0000 4,000.00 0.050 200.00 0.450 1,800.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,000.00 1.000 250.00 3.000 750.00 03 TIME-RELATED OVERHEAD LS 1514,000.0000 1,514,000.00 0.125 189,250.00 04 TEMPORARY FENCE (TYPE CL-6) LF 6.0000 2,220.00 60.000 360.00 05 CONSTRUCTION SITE MANAGEMENT LS 80,000.0000 80,000.00 0.050 4,000.00 0.200 16,000.00 06 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 PREVENTION PLAN 07 TEMPORARY SILT FENCE LF 2.5000 16,125.00 250.000 625.00 250.000 625.00 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 6,900.0000 27,600.00 2.000 13,800.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 16,000.00 2.000 8,000.00 10.000 40,000.00 10 TEMPORARY COVER SQYD 4.0000 8,000.00 16,025.000 64,100.00 59,982.000 239,928.00 11 TEMPORARY CHECK DAM LF 9.0000 1,800.00 0.000 0.00 12 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 17,000.00 41.000 8,200.00 13 STREET SWEEPING LS 50,000.0000 50,000.00 0.050 2,500.00 0.350 17,500.00 14 CONSTRUCTION AREA SIGNS LS 54,000.0000 54,000.00 0.700 37,800.00 15 TRAFFIC CONTROL SYSTEM LS 275,000.0000 275,000.00 0.050 13,750.00 0.450 123,750.00 16 TYPE III BARRICADE EA 60.0000 1,920.00 18.000 1,080.00 17 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.5000 4,875.00 308.000 770.00 1,484.000 3,710.00 18 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3500 38,500.00 30,836.000 10,792.60 65,095.000 22,783.25 19 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 11,500.00 5.000 125.00 69.000 1,725.00 20 TEMPORARY PAVEMENT MARKER EA 4.5000 39,600.00 5,304.000 23,868.00 7,482.000 33,669.00 21 PORTABLE CHANGEABLE MESSAGE SIGN EA 650.0000 13,000.00 7.000 4,550.00 22 TEMPORARY RAILING (TYPE K) LF 7.8500 376,015.00 10,680.000 83,838.00 34,960.000 274,436.00 PROGRAM CAS145 PAGE 2 DATE 04/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A9804 TIME 03:53 PM ESTIMATE NO. 05 BID OPENING 07/27/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: SAIDIAN, JACOB 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 TEMPORARY CRASH CUSHION MODULE EA 125.0000 52,500.00 68.000 8,500.00 285.000 35,625.00 24 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3200 7,104.00 5,058.000 1,618.56 15,296.000 4,894.72 STRIPE (HAZARDOUS WASTE) 25 NOISE MONITORING LS 3,500.0000 3,500.00 0.500 1,750.00 0.500 1,750.00 26 ABANDON CULVERT LF 9.0000 7,740.00 0.000 0.00 27 REMOVE METAL BEAM GUARD RAILING LF 30.0000 19,800.00 450.000 13,500.00 450.000 13,500.00 28 REMOVE FLARED END SECTION EA 115.0000 1,265.00 1.000 115.00 1.000 115.00 29 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.3200 18,496.00 13,393.000 4,285.76 14,278.000 4,568.96 30 REMOVE PAINTED TRAFFIC STRIPE LF 0.3200 25,856.00 18,363.720 5,876.39 18,489.720 5,916.71 31 REMOVE PAINTED PAVEMENT MARKING SQFT 1.5000 3,450.00 434.000 651.00 434.000 651.00 32 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 16,928.00 166.200 53.18 16,117.200 5,157.50 33 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.5000 2,700.00 482.000 723.00 34 REMOVE PAVEMENT MARKER EA 1.0000 16,800.00 5,586.000 5,586.00 7,663.000 7,663.00 35 REMOVE ROADSIDE SIGN EA 80.0000 8,000.00 1.000 80.00 36 REMOVE SIGN STRUCTURE EA 5,600.0000 33,600.00 1.000 5,600.00 37 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 2,370.00 0.000 0.00 38 REMOVE CULVERT LF 13.0000 57,330.00 416.700 5,417.10 718.100 9,335.30 39 REMOVE PIPE LF 36.0000 1,440.00 20.000 720.00 20.000 720.00 40 REMOVE INLET EA 450.0000 12,600.00 3.000 1,350.00 41 REMOVE HEADWALL EA 360.0000 13,680.00 4.000 1,440.00 18.000 6,480.00 42 REMOVE UTILITY BOX EA 320.0000 320.00 0.000 0.00 43 REMOVE DOWNDRAIN EA 350.0000 1,050.00 0.000 0.00 44 REMOVE ROCK SLOPE PROTECTION TON 120.0000 1,080.00 0.000 0.00 45 RELOCATE ROADSIDE SIGN EA 150.0000 1,500.00 2.000 300.00 46 ADJUST INLET EA 2,100.0000 14,700.00 0.000 0.00 47 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.8500 94,620.00 3,393.000 9,670.05 48 REMOVE CONCRETE BARRIER LF 14.0000 18,480.00 1,528.820 21,403.48 49 REMOVE CONCRETE (MISCELLANEOUS) CY 27.0000 40,770.00 694.370 18,747.99 PROGRAM CAS145 PAGE 3 DATE 04/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A9804 TIME 03:53 PM ESTIMATE NO. 05 BID OPENING 07/27/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: SAIDIAN, JACOB 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 REMOVE CRASH CUSHION EA 110.0000 4,620.00 14.000 1,540.00 55.000 6,050.00 51 BRIDGE REMOVAL LS 225,000.0000 225,000.00 0.130 29,250.00 52 CLEARING AND GRUBBING LS 119,000.0000 119,000.00 1.000 119,000.00 53 ROADWAY EXCAVATION CY 10.0000 265,000.00 10,135.000 101,350.00 12,927.000 129,270.00 (NATURALLY OCCURRING ASBESTOS) 54 LEAD COMPLIANCE PLAN LS 6,500.0000 6,500.00 1.000 6,500.00 55 ADL BURIAL LOCATION REPORT LS 5,000.0000 5,000.00 0.000 0.00 56 ASBESTOS COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 57 DUST CONTROL PLAN LS 1,000.0000 1,000.00 0.000 0.00 (NATURALLY OCCURRING ASBESTOS) 58 ROADWAY EXCAVATION (TYPE Y-2) (AERIALLY CY 18.0000 12,060.00 334.000 6,012.00 953.000 17,154.00 DEPOSITED LEAD)(NATURALLY OCCURRING ASBESTOS) 59 ROADWAY EXCAVATION (TYPE Y-1)(AERIALLY CY 14.5000 917,850.00 -9,300.000 -134,850.00 13,424.000 194,648.00 DEPOSITED LEAD) (NATURALLY OCCURRING ASBESTOS) 60 STRUCTURE EXCAVATION CY 98.0000 43,610.00 237.000 23,226.00 F) (NATURALLY OCCURRING ASBESTOS) 61 STRUCTURE EXCAVATION (TYPE Y-1)(AERIALLY CY 28.0000 20,440.00 110.000 3,080.00 373.000 10,444.00 F) DEPOSITED LEAD & NATURALLY OCCURRING ASBESTOS) 62 STRUCTURE BACKFILL (BRIDGE) CY 94.0000 69,090.00 14.000 1,316.00 14.000 1,316.00 F) 63 SAND BACKFILL CY 140.0000 22,400.00 0.000 0.00 64 CONCRETE BACKFILL CY 425.0000 174,250.00 54.000 22,950.00 54.000 22,950.00 (RAPID STRENGTH CONCRETE) 65 DITCH EXCAVATION CY 70.0000 4,340.00 0.000 0.00 66 EARTH RETAINING STRUCTURE SQFT 36.0000 129,600.00 0.000 0.00 F) 67 IMPORTED BORROW CY 7.0000 273,000.00 -655.000 -4,585.00 8,387.000 58,709.00 68 IMPORTED BORROW (SPECIAL HANDLING) CY 11.0000 605,000.00 54,500.000 599,500.00 69 FIBER ROLLS LF 3.3000 41,910.00 5,880.000 19,404.00 8,085.000 26,680.50 70 COMPOST (INCORPORATE) SQYD 10.5000 9,135.00 0.000 0.00 71 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 700.0000 1,400.00 1.000 700.00 2.000 1,400.00 72 EROSION CONTROL (HYDROSEED) (SQFT) ACRE 3,700.0000 74,000.00 7.000 25,900.00 73 IRRIGATION SLEEVE LF 16.0000 41,280.00 0.000 0.00 74 10" CORRUGATED HIGH DENSITY LF 27.0000 28,080.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT PROGRAM CAS145 PAGE 4 DATE 04/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A9804 TIME 03:53 PM ESTIMATE NO. 05 BID OPENING 07/27/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: SAIDIAN, JACOB 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 ------------------------------------------------------------------------------------------------------------------------------------ 75 CLASS 4 AGGREGATE SUBBASE CY 12.5000 452,500.00 5,351.400 66,892.50 76 CLASS 3 AGGREGATE BASE CY 25.0000 520,000.00 9,646.000 241,150.00 77 LEAN CONCRETE BASE CY 132.0000 1,320,000.00 1,881.000 248,292.00 78 ASPHALT TREATED PERMEABLE BASE CY 126.0000 176,400.00 0.000 0.00 79 SCREENINGS (COARSE) TON 108.0000 7,560.00 0.000 0.00 80 HOT MIX ASPHALT TON 70.0000 3,164,000.00 6,737.530 471,627.10 81 HOT MIX ASPHALT (OPEN GRADED) TON 84.0000 991,200.00 0.000 0.00 82 DATA CORE LS 8,000.0000 8,000.00 0.200 1,600.00 83 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.0000 460.00 237.000 474.00 84 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 1,060.00 0.000 0.00 85 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 9,660.00 453.000 906.00 86 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 50.00 0.000 0.00 87 PLACE HOT MIX ASPHALT DIKE (TYPE D MOD) LF 2.0000 1,700.00 0.000 0.00 88 PLACE HOT MIX ASPHALT DIKE (TYPE E MOD) LF 2.0000 2,040.00 0.000 0.00 89 PLACE HOT MIX ASPHALT SQYD 50.0000 16,500.00 0.000 0.00 (MISCELLANEOUS AREA) 90 TACK COAT TON 1,400.0000 51,800.00 14.530 20,342.00 91 FURNISH PILING (CLASS 200) LF 46.0000 841,938.00 6,977.000 320,942.00 9,376.000 431,296.00 (ALTERNATIVE W) 92 DRIVE PILE (CLASS 200) EA 1,500.0000 279,000.00 73.000 109,500.00 95.000 142,500.00 (ALTERNATIVE W) 93 PRESTRESSING CAST-IN-PLACE CONCRETE LS 229,000.0000 229,000.00 0.000 0.00 94 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 240.0000 97,200.00 208.000 49,920.00 208.000 49,920.00 F) 95 STRUCTURAL CONCRETE, BRIDGE CY 450.0000 1,503,000.00 248.000 111,600.00 248.000 111,600.00 F) 96 STRUCTURAL CONCRETE, BARRIER SLAB CY 335.0000 33,500.00 0.000 0.00 F) 97 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 132,500.00 0.000 0.00 F) (TYPE N) 98 STRUCTURAL CONCRETE (RETAINING CURB) CY 600.0000 4,800.00 0.000 0.00 99 MINOR CONCRETE (MINOR STRUCTURE) CY 1,260.0000 122,220.00 11.410 14,376.60 11.410 14,376.60 F) 00 MINOR CONCRETE (MEDIAN PAVING) CY 440.0000 16,280.00 0.000 0.00 F) 01 MINOR CONCRETE (BACKFILL) CY 99.0000 102,960.00 82.000 8,118.00 82.000 8,118.00 PROGRAM CAS145 PAGE 5 DATE 04/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A9804 TIME 03:53 PM ESTIMATE NO. 05 BID OPENING 07/27/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: SAIDIAN, JACOB 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 ------------------------------------------------------------------------------------------------------------------------------------ 02 ARCHITECTURAL TEXTURE (ARCHES) SQFT 43.0000 33,110.00 308.000 13,244.00 308.000 13,244.00 F) 03 JOINT SEAL (MR 2") LF 106.0000 25,016.00 0.000 0.00 04 BAR REINFORCING STEEL (BRIDGE) LB 0.7000 679,840.00 62,464.000 43,724.80 78,142.000 54,699.40 F) 05 BAR REINFORCING STEEL (RETAINING CURB) LB 4.4500 2,403.00 0.000 0.00 F) 06 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 4.0000 28,800.00 0.000 0.00 F) WITH WALKWAY) 07 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 2.0000 14,400.00 0.000 0.00 F) WITH WALKWAY) 08 FURNISH SIGN STRUCTURE (TRUSS) LB 2.6400 233,772.00 0.000 0.00 F) 09 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2200 19,481.00 0.000 0.00 10 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 5.0000 6,350.00 0.000 0.00 11 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 50.0000 2,800.00 0.000 0.00 12 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.5000 5,795.00 0.000 0.00 (0.063"-UNFRAMED) 13 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 2,900.00 0.000 0.00 (0.080"-UNFRAMED) 14 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.5000 644.00 0.000 0.00 (0.063"-FRAMED) 15 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 4,200.00 0.000 0.00 (0.080"-FRAMED) 16 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 900.0000 126,000.00 0.000 0.00 (SIGN FOUNDATION) 17 ROADSIDE SIGN - ONE POST EA 175.0000 11,375.00 0.000 0.00 18 ROADSIDE SIGN - TWO POST EA 425.0000 6,375.00 0.000 0.00 19 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 80.0000 2,240.00 0.000 0.00 METHOD) 20 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 21 12" ALTERNATIVE PIPE CULVERT (TYPE A) LF 43.0000 13,760.00 0.000 0.00 22 12" ALTERNATIVE PIPE CULVERT (TYPE B) LF 42.0000 10,080.00 0.000 0.00 23 18" ALTERNATIVE PIPE CULVERT (TYPE A) LF 56.0000 24,640.00 246.800 13,820.80 24 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 50.0000 118,500.00 197.400 9,870.00 437.500 21,875.00 25 24" ALTERNATIVE PIPE CULVERT LF 60.0000 87,600.00 195.000 11,700.00 26 36" ALTERNATIVE PIPE CULVERT LF 72.0000 163,440.00 6.800 489.60 6.800 489.60 27 42" ALTERNATIVE PIPE CULVERT LF 250.0000 70,000.00 60.000 15,000.00 60.000 15,000.00 28 48" ALTERNATIVE PIPE CULVERT LF 100.0000 118,000.00 157.800 15,780.00 PROGRAM CAS145 PAGE 6 DATE 04/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A9804 TIME 03:53 PM ESTIMATE NO. 05 BID OPENING 07/27/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: SAIDIAN, JACOB 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 ------------------------------------------------------------------------------------------------------------------------------------ 29 8" PLASTIC PIPE LF 28.0000 3,360.00 0.000 0.00 30 12" REINFORCED CONCRETE PIPE LF 130.0000 9,880.00 0.000 0.00 31 30" REINFORCED CONCRETE PIPE LF 220.0000 880.00 4.000 880.00 32 48" REINFORCED CONCRETE PIPE (CLASS IV) LF 110.0000 24,200.00 67.300 7,403.00 228.000 25,080.00 33 JACKED 48" REINFORCED CONCRETE PIPE LF 750.0000 157,500.00 -2.000 -1,500.00 208.000 156,000.00 (CLASS IV) 34 3" PLASTIC PIPE (EDGE DRAIN) LF 2.3000 14,030.00 0.000 0.00 35 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 35.0000 26,250.00 0.000 0.00 36 CORRUGATED STEEL FLUME DOWNDRAIN LF 55.0000 2,915.00 0.000 0.00 37 TAPERED INLET EA 160.0000 480.00 0.000 0.00 38 ANCHOR ASSEMBLY EA 140.0000 420.00 0.000 0.00 39 DRAINAGE INLET MARKER EA 50.0000 1,650.00 0.000 0.00 40 24" WELDED STEEL PIPE CASING (BRIDGE) LF 190.0000 29,260.00 0.000 0.00 41 30" CONCRETE FLARED END SECTION EA 700.0000 700.00 0.000 0.00 42 42" CONCRETE FLARED END SECTION EA 980.0000 980.00 0.000 0.00 43 48" CONCRETE FLARED END SECTION EA 1,300.0000 1,300.00 0.000 0.00 44 18" ALTERNATIVE FLARED END SECTION EA 170.0000 2,040.00 0.000 0.00 45 24" ALTERNATIVE FLARED END SECTION EA 240.0000 1,200.00 0.000 0.00 46 36" ALTERNATIVE FLARED END SECTION EA 900.0000 1,800.00 0.000 0.00 47 ROCK SLOPE PROTECTION TON 90.0000 5,310.00 0.000 0.00 (BACKING NO. 1, METHOD B) 48 ROCK SLOPE PROTECTION TON 190.0000 16,340.00 0.000 0.00 (BACKING NO. 2, METHOD B) 49 SLOPE PAVING (CONCRETE) CY 890.0000 111,250.00 0.000 0.00 F) 50 MINOR CONCRETE (DITCH LINING) CY 510.0000 9,690.00 0.000 0.00 51 ROCK SLOPE PROTECTION FABRIC SQYD 1.0000 280.00 0.000 0.00 52 MINOR CONCRETE (MISCELLANEOUS CY 390.0000 331,500.00 6.850 2,671.50 6.850 2,671.50 CONSTRUCTION) 53 MINOR CONCRETE (GUTTER) LF 30.0000 3,360.00 0.000 0.00 F) 54 MISCELLANEOUS IRON AND STEEL LB 1.0000 17,900.00 2,574.500 2,574.50 2,574.500 2,574.50 55 BRIDGE DECK DRAINAGE SYSTEM LB 3.5000 39,550.00 0.000 0.00 F) PROGRAM CAS145 PAGE 7 DATE 04/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A9804 TIME 03:53 PM ESTIMATE NO. 05 BID OPENING 07/27/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: SAIDIAN, JACOB 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 ------------------------------------------------------------------------------------------------------------------------------------ 56 CHAIN LINK FENCE (TYPE CL-4, VINYL-CLAD) LF 28.0000 4,788.00 0.000 0.00 F) 57 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 34.0000 4,590.00 0.000 0.00 F) 58 TUBULAR STEEL FENCE LF 170.0000 11,900.00 0.000 0.00 59 SURVEY MONUMENT EA 1,500.0000 6,000.00 0.000 0.00 60 DELINEATOR (CLASS 1) EA 32.0000 4,800.00 0.000 0.00 61 GUARD RAILING DELINEATOR EA 30.0000 1,050.00 0.000 0.00 62 OBJECT MARKER EA 40.0000 960.00 0.000 0.00 63 METAL BEAM GUARD RAILING LF 30.0000 27,000.00 0.000 0.00 64 VEGETATION CONTROL (MINOR CONCRETE) SQYD 150.0000 31,500.00 0.000 0.00 65 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 173.0000 128,193.00 0.000 0.00 F) (VINYL CLAD) 66 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 230.0000 171,120.00 0.000 0.00 F) 67 DOUBLE METAL BEAM GUARD RAILING LF 50.0000 1,250.00 0.000 0.00 (WOOD POST) 68 RAIL TENSIONING ASSEMBLY EA 200.0000 400.00 0.000 0.00 69 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 4,800.00 0.000 0.00 70 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 1,800.0000 19,800.00 0.000 0.00 71 CRASH CUSHION (TYPE CAT) EA 5,000.0000 20,000.00 0.000 0.00 72 CRASH CUSHION (TYPE CAT) BACKUP EA 500.0000 2,000.00 0.000 0.00 73 CONCRETE BARRIER (TYPE 60R) LF 220.0000 57,200.00 0.000 0.00 74 CONCRETE BARRIER (TYPE 60) LF 120.0000 14,400.00 0.000 0.00 75 CONCRETE BARRIER (TYPE 60C) LF 255.0000 14,025.00 0.000 0.00 76 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 110.0000 21,340.00 0.000 0.00 F) 77 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 16,890.00 0.000 0.00 78 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 2,652.00 0.000 0.00 79 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 11,300.00 0.000 0.00 80 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 270.00 0.000 0.00 (BROKEN 8-4) 81 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 3,952.00 0.000 0.00 (BROKEN 12-3) 82 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 14,490.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 04/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A9804 TIME 03:53 PM ESTIMATE NO. 05 BID OPENING 07/27/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: SAIDIAN, JACOB 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 ------------------------------------------------------------------------------------------------------------------------------------ 83 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 50.00 0.000 0.00 (BROKEN 6-1) 84 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 14,120.00 0.000 0.00 (BROKEN 35-13) 85 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 2,800.00 0.000 0.00 (BROKEN 17-7) 86 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.4000 8,918.00 0.000 0.00 87 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.7500 10,450.00 0.000 0.00 88 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,000.0000 3,000.00 0.200 600.00 0.802 2,406.00 SYSTEM ELEMENTS DURING CONSTRUCTION 89 TEMPORARY SIGNAL SYSTEM (LOCATION 1) LS 45,000.0000 45,000.00 1.000 45,000.00 (STAGE 2, PHASE 1) 90 TEMPORARY SIGNAL SYSTEM (LOCATION 2) LS 91,000.0000 91,000.00 1.000 91,000.00 (STAGE 2, PHASE 1) 91 TEMPORARY SIGNAL SYSTEM (CITY STREET) LS 180,000.0000 180,000.00 0.500 90,000.00 (STAGE 2, PHASE 1) 92 TEMPORARY SIGNAL SYSTEM (LOCATION 1) LS 37,000.0000 37,000.00 0.000 0.00 (STAGE 3, PHASE 1) 93 TEMPORARY SIGNAL SYSTEM (LOCATION 2) LS 45,000.0000 45,000.00 0.000 0.00 (STAGE 3, PHASE 1) 94 TEMPORARY SIGNAL SYSTEM (CITY STREET) LS 14,000.0000 14,000.00 1.000 14,000.00 (STAGE 3, PHASE 1) 95 SIGNAL AND LIGHTING (LOCATION 1) LS 125,000.0000 125,000.00 0.004 500.00 96 SIGNAL AND LIGHTING (LOCATION 2) LS 135,000.0000 135,000.00 0.006 810.00 97 MODIFY SIGNAL AND LIGHTING (CITY STREET) LS 24,000.0000 24,000.00 0.000 0.00 98 LIGHTING (CITY STREET) LS 130,000.0000 130,000.00 0.003 390.00 99 ELECTRICAL STAGE CONSTRUCTION LS 120,390.0000 120,390.00 0.116 13,965.24 0.450 54,175.50 00 LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 0.091 36,400.00 0.134 53,600.00 01 INTERCONNECTION SYSTEM LS 96,000.0000 96,000.00 0.000 0.00 02 FIBER OPTIC SYSTEM LS 130,000.0000 130,000.00 0.096 12,480.00 0.096 12,480.00 03 CLOSED CIRCUIT TELEVISION SYSTEM LS 27,000.0000 27,000.00 0.000 0.00 04 CLOSED CIRCUIT TELEVISION SYSTEM (CITY) LS 35,000.0000 35,000.00 0.000 0.00 05 GENERAL PACKET RADIO SYSTEM EA 2,000.0000 8,000.00 0.000 0.00 06 RAMP METERING SYSTEM (LOCATION 1) LS 65,000.0000 65,000.00 0.047 3,055.00 07 RAMP METERING SYSTEM (LOCATION 2) LS 69,000.0000 69,000.00 0.050 3,450.00 08 RAMP METERING SYSTEM (LOCATION 3) LS 71,000.0000 71,000.00 0.040 2,840.00 09 RAMP METERING SYSTEM (LOCATION 4) LS 64,000.0000 64,000.00 0.030 1,920.00 PROGRAM CAS145 PAGE 9 DATE 04/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A9804 TIME 03:53 PM ESTIMATE NO. 05 BID OPENING 07/27/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: SAIDIAN, JACOB 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 ------------------------------------------------------------------------------------------------------------------------------------ 10 WIRELESS VEHICLE DETECTOR SYSTEM LS 13,000.0000 13,000.00 0.000 0.00 (LOCATION 60) 11 WIRELESS VEHICLE DETECTOR SYSTEM LS 12,500.0000 12,500.00 0.000 0.00 (LOCATION 61) 12 WIRELESS VEHICLE DETECTOR SYSTEM LS 10,500.0000 10,500.00 0.000 0.00 (LOCATION 63) 13 RELOCATE EXTINGUISHABLE MESSAGE SIGN LS 15,000.0000 15,000.00 0.656 9,840.00 0.906 13,590.00 14 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 15 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 04/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A9804 TIME 03:53 PM ESTIMATE NO. 05 BID OPENING 07/27/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: SAIDIAN, JACOB 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 1,060,467.83 4,995,090.96 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 4,476.67 41,983.65 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,064,944.50 5,037,074.61 16 MOBILIZATION LS 2000,000.0000 2,000,000.00 0.200 400,000.00 0.950 1,900,000.00 ORIGINAL CONTRACT AMOUNT 23,445,671.00 TOTAL WORK COMPLETED 1,464,944.50 6,937,074.61 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -470.00 TOTAL 1,464,944.50 6,936,604.61 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 11/16/10 265 12/22/10 11/22/10 03/20/12 41 30 0 3 29% 14% PROGRESS IS SATISFACTORY SAIDIAN, JACOB RESIDENT ENGINEER PROGRAM CAS145 DATE 04/22/11