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 06/20/11 EST. NO.10 TIME 12:57 PM R.E. NAME: TYLER LAVERING 05-349504 --------------------------------------------------------------------------- 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 06/20/11 EST. NO.10 TIME 12:57 PM R.E. NAME: TYLER LAVERING 05-349504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RESTAK ABUT NO 2 -1,360.00 04 RESTAKE R.W. NO 2 -680.00 04 MISS ANNUAL CEM-4401 -10,000.00 05 RW #2 FOOTING CONCRE -1,336.50 05 RECD ANNUAL CEM4401 10,000.00 06 0.00 -3,376.50 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -10,000.00 05 RECD PAYROLLS 10,000.00 08 MISS PAYROLLS -1,500.00 09 0.00 -1,500.00 TOTAL DEDUCTIONS 0.00 -4,876.50 PROGRAM CAS145 PAGE 1 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-349504 TIME 12:57 PM ESTIMATE NO. 10 BID OPENING 05/04/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 06/20/11 LOCATION PROGRESS ESTIMATE 05-MON-101-85.0/85.8 ----------------- AIS CONSTRUCTION CO IN MONTEREY COUNTY IN AND NEAR 6420 VIA REAL, STE 6 SALINAS FROM 0.6 MILE SOUTH TO 0.2 CARPINTERIA, CA 93013 MILE NORTH OF AIRPORT BOULEVARD OVERCROSSING FED. AID NO. HP21-6205(3)E ,L-6205(3)E ,HPLU-6205(13)E RECONSTRUCT INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ 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 1,500.0000 1,500.00 0.500 750.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,250.00 0.000 0.00 03 TIME-RELATED OVERHEAD WDAY 1,750.0000 525,000.00 146.000 255,500.00 04 TEMPORARY FENCE (TYPE ESA) LF 2.0000 3,660.00 1,087.000 2,174.00 05 CONSTRUCTION SITE MANAGEMENT LS 15,000.0000 15,000.00 0.150 2,250.00 0.650 9,750.00 06 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.650 1,625.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL LF 2.1000 14,700.00 913.000 1,917.30 08 TEMPORARY SILT FENCE LF 3.5000 1,750.00 2,541.000 8,893.50 09 TEMPORARY CONSTRUCTION ENTRANCE EA 1,355.0000 8,130.00 8.000 10,840.00 10 TEMPORARY CHECK DAM LF 2.5000 1,875.00 0.000 0.00 11 MOVE-IN/MOVE-OUT EA 500.0000 1,000.00 2.000 1,000.00 (TEMPORARY EROSION CONTROL) 12 TEMPORARY DRAINAGE INLET PROTECTION EA 180.0000 4,140.00 10.000 1,800.00 13 TEMPORARY HYDRAULIC MULCH SQYD 0.3600 1,800.00 4,569.000 1,644.84 (POLYMER STABILIZED FIBER MATRIX) 14 STREET SWEEPING LS 5,000.0000 5,000.00 0.200 1,000.00 0.650 3,250.00 15 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 8,400.0000 8,400.00 0.150 1,260.00 0.650 5,460.00 16 TEMPORARY CANAL DIVERSION SYSTEM LS 40,000.0000 40,000.00 0.100 4,000.00 0.100 4,000.00 17 CONSTRUCTION AREA SIGNS LS 9,000.0000 9,000.00 0.600 5,400.00 18 TRAFFIC CONTROL SYSTEM LS 20,000.0000 20,000.00 0.100 2,000.00 0.650 13,000.00 19 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 6.0000 2,340.00 0.000 0.00 20 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 22,000.00 17,666.000 17,666.00 21 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 3,400.00 61.000 2,440.00 22 PORTABLE CHANGEABLE MESSAGE SIGN LS 14,000.0000 14,000.00 0.100 1,400.00 0.650 9,100.00 PROGRAM CAS145 PAGE 2 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-349504 TIME 12:57 PM ESTIMATE NO. 10 BID OPENING 05/04/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY RAILING (TYPE K) LF 25.0000 121,500.00 6,020.000 150,500.00 24 TEMPORARY CRASH CUSHION MODULE EA 500.0000 60,000.00 144.000 72,000.00 25 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 13,000.0000 65,000.00 1.000 13,000.00 2.000 26,000.00 26 TEMPORARY TRAFFIC SCREEN LF 5.5000 2,915.00 520.000 2,860.00 27 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.9000 8,901.00 4,758.000 4,282.20 STRIPE (HAZARDOUS WASTE) 28 ABANDON CULVERT EA 1,000.0000 7,000.00 3.000 3,000.00 5.000 5,000.00 29 REMOVE FENCE (TYPE BW) LF 6.6000 792.00 170.000 1,122.00 30 REMOVE CHAIN LINK FENCE LF 5.0000 6,500.00 1,272.000 6,360.00 31 REMOVE METAL BEAM GUARD RAILING LF 10.0000 8,000.00 612.500 6,125.00 32 REMOVE THRIE BEAM BARRIER LF 10.0000 1,400.00 154.000 1,540.00 33 REMOVE FLARED END SECTION EA 100.0000 200.00 0.000 0.00 34 REMOVE TRAFFIC STRIPE LF 0.5500 2,508.00 0.000 0.00 35 REMOVE PAINTED TRAFFIC STRIPE LF 0.6000 702.00 0.000 0.00 36 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 2,118.00 7,140.000 4,284.00 37 REMOVE PAVEMENT MARKER EA 1.0000 330.00 290.000 290.00 38 REMOVE ROADSIDE SIGN EA 81.0000 1,782.00 0.000 0.00 39 REMOVE CULVERT LF 14.0000 6,580.00 113.000 1,582.00 40 REMOVE INLET EA 260.0000 1,820.00 2.000 520.00 3.000 780.00 41 REMOVE ASPHALT CONCRETE SURFACING SQFT 2.0000 8,870.00 4,560.000 9,120.00 42 RELOCATE ROADSIDE SIGN EA 200.0000 4,200.00 0.000 0.00 43 ADJUST MANHOLE TO GRADE EA 400.0000 800.00 0.000 0.00 44 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.0000 6,180.00 0.000 0.00 45 REMOVE SACKED CONCRETE CY 50.0000 300.00 0.000 0.00 46 REMOVE CONCRETE CY 44.0000 792.00 2.400 105.60 47 REMOVE CONCRETE CURB AND SIDEWALK CY 74.0000 5,550.00 163.150 12,073.10 48 REMOVE UNSOUND CONCRETE CF 150.0000 16,650.00 0.000 0.00 49 CLEAN BRIDGE DECK SQFT 2.0000 8,870.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-349504 TIME 12:57 PM ESTIMATE NO. 10 BID OPENING 05/04/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PLUG CULVERT EA 300.0000 600.00 2.000 600.00 51 BRIDGE REMOVAL (PORTION) LS 20,000.0000 20,000.00 0.250 5,000.00 52 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 0.800 40,000.00 53 ROADWAY EXCAVATION CY 7.0000 714,000.00 43,003.250 301,022.75 54 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 55 STRUCTURE EXCAVATION (BRIDGE) CY 90.0000 49,500.00 550.000 49,500.00 F) 56 STRUCTURE EXCAVATION (RETAINING WALL) CY 35.0000 70,000.00 2,000.000 70,000.00 F) 57 SAND BEDDING CY 220.0000 39,600.00 0.000 0.00 58 STRUCTURE BACKFILL (BRIDGE) CY 60.0000 34,200.00 570.000 34,200.00 F) 59 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 60 STRUCTURE BACKFILL (RETAINING WALL) CY 54.0000 142,290.00 1,987.000 107,298.00 F) 61 PERVIOUS BACKFILL MATERIAL (RETAINING CY 45.0000 9,675.00 161.000 7,245.00 F) WALL) 62 SAND BACKFILL CY 79.0000 27,650.00 2.500 197.50 8.500 671.50 63 HIGHWAY PLANTING LS 7,500.0000 7,500.00 0.000 0.00 64 DUFF SQYD 5.0000 2,550.00 225.000 1,125.00 65 MULCH CY 21.0000 73,500.00 0.000 0.00 66 EROSION CONTROL (DRILL SEED) ACRE 1,200.0000 19,200.00 0.000 0.00 67 EROSION CONTROL (TYPE D) SQYD 0.2600 6,006.00 0.000 0.00 68 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 1,000.00 0.000 0.00 69 JUTE MESH SQYD 1.7000 8,670.00 399.900 679.83 70 PLANT ESTABLISHMENT WORK LS 8,000.0000 8,000.00 0.000 0.00 71 MAINTAIN EXISTING IRRIGATION FACILITIES LS 9,000.0000 9,000.00 0.500 4,500.00 0.500 4,500.00 72 IRRIGATION SYSTEM LS 44,000.0000 44,000.00 0.350 15,400.00 0.350 15,400.00 73 3" SUPPLY LINE (BRIDGE) LF 135.0000 74,385.00 0.000 0.00 74 3" IRRIGATION SLEEVE LF 20.0000 200.00 0.000 0.00 75 10" CORRUGATED HIGH DENSITY LF 48.0000 12,240.00 80.000 3,840.00 80.000 3,840.00 F) POLYETHYLENE PIPE CONDUIT 76 CLASS 1 AGGREGATE SUBBASE CY 20.0000 352,000.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-349504 TIME 12:57 PM ESTIMATE NO. 10 BID OPENING 05/04/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CLASS 2 AGGREGATE BASE CY 43.0000 50,310.00 0.000 0.00 78 LEAN CONCRETE BASE CY 66.0000 487,740.00 0.000 0.00 79 HOT MIX ASPHALT TON 66.0000 1,029,600.00 105.290 6,949.14 80 DATA CORE LS 1,200.0000 1,200.00 0.000 0.00 81 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.0000 520.00 0.000 0.00 82 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 3,160.00 0.000 0.00 83 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.0000 800.00 0.000 0.00 84 PLACE HOT MIX ASPHALT SQYD 12.0000 13,920.00 173.000 2,076.00 (MISCELLANEOUS AREA) 85 TACK COAT TON 100.0000 4,700.00 0.000 0.00 86 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 130.0000 71,630.00 551.000 71,630.00 87 PRESTRESSING CAST-IN-PLACE CONCRETE LS 25,000.0000 25,000.00 0.330 8,250.00 0.330 8,250.00 88 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 365.0000 40,150.00 110.000 40,150.00 F) 89 STRUCTURAL CONCRETE, BRIDGE CY 861.0000 361,620.00 100.000 86,100.00 288.000 247,968.00 F) 90 STRUCTURAL CONCRETE, RETAINING WALL CY 462.0000 402,864.00 872.000 402,864.00 F) 91 CLASS 1 CONCRETE (BOX CULVERT) CY 633.0000 281,685.00 363.000 229,779.00 F) 92 MINOR CONCRETE (MINOR STRUCTURE) CY 1,300.0000 74,100.00 6.270 8,151.00 30.270 39,351.00 F) 93 MINOR CONCRETE (BACKFILL) CY 79.0000 711.00 12.000 948.00 94 RIPPED TEXTURE (REINFORCING BAR) SQFT 7.0000 46,494.00 6,642.000 46,494.00 F) 95 DRILL AND BOND DOWEL LF 33.0000 5,049.00 74.500 2,458.50 96 CLEAN EXPANSION JOINT LF 26.0000 2,080.00 0.000 0.00 97 RAPID SETTING CONCRETE (PATCH) CF 75.0000 8,325.00 0.000 0.00 98 REFINISH BRIDGE DECK SQFT 8.0000 12,328.00 0.000 0.00 99 CORE TREATED BRIDGE DECK EA 205.0000 820.00 0.000 0.00 00 JOINT SEAL (MR 1") LF 75.0000 10,050.00 0.000 0.00 01 BAR REINFORCING STEEL (BRIDGE) LB 0.8700 101,790.00 33,322.000 28,990.14 98,419.000 85,624.53 F) 02 BAR REINFORCING STEEL (RETAINING WALL) LB 0.7700 107,030.00 139,000.000 107,030.00 F) 03 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 99,153.00 79,322.400 79,322.40 F) PROGRAM CAS145 PAGE 5 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-349504 TIME 12:57 PM ESTIMATE NO. 10 BID OPENING 05/04/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 TREAT BRIDGE DECK SQFT 2.0000 8,870.00 0.000 0.00 05 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 153.0000 9,333.00 0.000 0.00 06 PUBLIC SAFETY PLAN LS 2,500.0000 2,500.00 0.000 0.00 F) 07 FURNISH SIGN STRUCTURE (TRUSS) LB 3.0000 46,479.00 0.000 0.00 F) 08 INSTALL SIGN STRUCTURE (TRUSS) LB 1.0000 15,493.00 0.000 0.00 F) 09 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 13.0000 1,690.00 0.000 0.00 10 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 18.0000 1,710.00 0.000 0.00 11 FURNISH LAMINATED PANEL SIGN SQFT 20.0000 3,400.00 0.000 0.00 (2 1/2"-TYPE B) 12 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 3,700.00 0.000 0.00 (0.063"-UNFRAMED) 13 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 1,210.00 0.000 0.00 (0.080"-UNFRAMED) 14 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 2,400.00 0.000 0.00 (0.063"-FRAMED) 15 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 1,183.00 0.000 0.00 (0.080"-FRAMED) 16 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 350.0000 7,700.00 0.000 0.00 (SIGN FOUNDATION) 17 ROADSIDE SIGN - ONE POST EA 230.0000 14,490.00 0.000 0.00 18 INSTALL ROADSIDE SIGN EA 5,000.0000 5,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 19 18" ALTERNATIVE PIPE CULVERT LF 54.0000 11,880.00 46.800 2,527.20 46.800 2,527.20 20 24" ALTERNATIVE PIPE CULVERT LF 68.0000 113,560.00 607.300 41,296.40 21 15" REINFORCED CONCRETE PIPE LF 45.0000 1,755.00 0.000 0.00 22 18" REINFORCED CONCRETE PIPE (RUBBER LF 54.0000 1,080.00 11.500 621.00 GASKET JOINT) 23 24" REINFORCED CONCRETE PIPE (RUBBER LF 72.0000 15,840.00 3.400 244.80 94.000 6,768.00 GASKET JOINT) 24 JACKED 24" REINFORCED CONCRETE PIPE LF 550.0000 93,500.00 170.000 93,500.00 (CLASS IV) 25 3" PLASTIC PIPE (EDGE DRAIN) LF 13.0000 20,150.00 0.000 0.00 26 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 21.0000 9,030.00 0.000 0.00 27 DRAINAGE INLET MARKER EA 150.0000 2,100.00 0.000 0.00 28 18" CORRUGATED STEEL PIPE RISER LF 83.0000 747.00 9.000 747.00 (.168" THICK) 29 15" ALTERNATIVE FLARED END SECTION EA 88.0000 88.00 0.000 0.00 30 18" ALTERNATIVE FLARED END SECTION EA 120.0000 240.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-349504 TIME 12:57 PM ESTIMATE NO. 10 BID OPENING 05/04/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 24" ALTERNATIVE FLARED END SECTION EA 145.0000 1,450.00 3.000 435.00 7.000 1,015.00 32 30" ALTERNATIVE FLARED END SECTION EA 328.0000 328.00 0.000 0.00 33 DRAINAGE MANHOLE EA 4,200.0000 4,200.00 1.000 4,200.00 34 BIORETENTION SYSTEM EA 16,000.0000 80,000.00 0.000 0.00 35 36" PRECAST CONCRETE PIPE INLET LF 215.0000 5,590.00 25.930 5,574.95 25.930 5,574.95 36 ROCK SLOPE PROTECTION CY 120.0000 344,400.00 0.000 0.00 (1/4 TON, METHOD B) 37 ROCK SLOPE PROTECTION CY 76.0000 123,880.00 10.100 767.60 22.100 1,679.60 (BACKING NO. 1, METHOD B) 38 ROCK SLOPE PROTECTION FABRIC SQYD 1.0000 3,620.00 31.500 31.50 66.500 66.50 39 MINOR CONCRETE (MISCELLANEOUS CY 280.0000 198,800.00 0.000 0.00 CONSTRUCTION) 40 MINOR CONCRETE (TEXTURED PAVING) CY 636.0000 26,712.00 0.000 0.00 41 MISCELLANEOUS IRON AND STEEL LB 2.0000 10,230.00 0.000 0.00 F) 42 MANHOLE FRAME AND COVER EA 330.0000 330.00 0.000 0.00 43 FENCE (TYPE BW, 5 STRAND, METAL POST) LF 4.0000 18,920.00 0.000 0.00 44 CHAIN LINK FENCE (TYPE CL-6) LF 19.0000 2,470.00 0.000 0.00 45 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 14.0000 42,840.00 0.000 0.00 46 4' CHAIN LINK GATE (TYPE CL-6) EA 800.0000 800.00 0.000 0.00 47 SURVEY MONUMENT (TYPE D) EA 550.0000 2,750.00 0.000 0.00 48 DELINEATOR (CLASS 1) EA 40.0000 4,400.00 0.000 0.00 49 OBJECT MARKER EA 40.0000 200.00 0.000 0.00 50 METAL BEAM GUARD RAILING (STEEL POST) LF 23.0000 4,140.00 0.000 0.00 51 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 105.0000 34,755.00 0.000 0.00 F) 52 TUBULAR HANDRAILING LF 50.0000 18,650.00 0.000 0.00 F) 53 TUBULAR BICYCLE RAILING LF 100.0000 9,600.00 0.000 0.00 F) 54 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 219.0000 33,288.00 0.000 0.00 F) 55 CONCRETE BARRIER (TYPE 26A MODIFIED) LF 141.0000 54,708.00 0.000 0.00 F) 56 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 45.0000 6,300.00 0.000 0.00 57 CABLE RAILING LF 48.0000 5,760.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-349504 TIME 12:57 PM ESTIMATE NO. 10 BID OPENING 05/04/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 TRANSITION RAILING (TYPE WB) EA 3,000.0000 12,000.00 0.000 0.00 59 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,700.0000 1,700.00 0.000 0.00 60 ALTERNATIVE FLARED TERMINAL SYSTEM EA 4,700.0000 14,100.00 0.000 0.00 61 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 180.0000 28,080.00 0.000 0.00 F) 62 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 196.0000 20,776.00 0.000 0.00 F) 63 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 11,120.00 0.000 0.00 64 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 2,448.00 0.000 0.00 (BROKEN 17-7) 65 THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 15,240.00 0.000 0.00 (SPRAYABLE) 66 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 9,540.00 307.000 1,842.00 67 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 68 SIGNAL AND LIGHTING LS 138,000.0000 138,000.00 0.210 28,980.00 0.210 28,980.00 (CITY STREET LOCATION 1) 69 REMOVE EXISTING ELECTRICAL SYSTEM LS 8,700.0000 8,700.00 0.000 0.00 70 SIGNAL AND LIGHTING LS 104,000.0000 104,000.00 0.060 6,240.00 0.060 6,240.00 (CITY STREET LOCATION 2) 71 LIGHTING (CITY STREET) LS 73,000.0000 73,000.00 0.000 0.00 72 LIGHTING AND SIGN ILLUMINATION LS 59,000.0000 59,000.00 0.030 1,770.00 0.030 1,770.00 73 MODIFY SIGN ILLUMINATION LS 13,000.0000 13,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-349504 TIME 12:57 PM ESTIMATE NO. 10 BID OPENING 05/04/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 230,429.69 2,871,538.84 ADJUSTMENT OF COMPENSATION 0.00 40,681.52 EXTRA WORK 0.00 97,772.74 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 230,429.69 3,009,993.10 74 MOBILIZATION LS 289,245.0000 289,245.00 0.950 274,782.75 ORIGINAL CONTRACT AMOUNT 8,312,498.00 TOTAL WORK COMPLETED 230,429.69 3,284,775.85 MATERIALS ON HAND ON SITE 70,378.85 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -4,876.50 TOTAL 230,429.69 3,350,278.20 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 07/21/10 390 07/15/08 07/15/08 05/15/12 170 26 0 1 38% 43% PROGRESS IS SATISFACTORY *** SUSPENDED ON 06/27/10. TYLER LAVERING RESIDENT ENGINEER PROGRAM CAS145 DATE 06/20/11