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 11/21/11 EST. NO.15 TIME 11:15 AM 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 --------------------------------------------------------------------------- 001 0036 126.81 E.W. @ F.A.(+) 063011 N 0121.0 0047 277.84 042611 N 0132.0 0048 357.66 052411 N 0133.0 009 0001 8,910.00 E.W. @ F.A.(+) 110211 N 0155.0 026 0001 170.78 E.W. @ F.A.(+) 041311 N 0079.0 0002 630.71 041411 N 0080.0 027 0006 941.19 E.W. @ F.A.(+) 041911 N 0084.0 0008 2,046.65 042211 N 0087.0 0010 349.63 042711 N 0089.0 0014 1,352.67 051011 N 0100.0 15,163.94 TOTAL THIS ESTIMATE 159,741.30 TOTAL PREVIOUS ESTIMATE 174,905.24 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 11/21/11 EST. NO.15 TIME 11:15 AM 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 CLASS 1 AS -15,314.86 11 RESTAK DS 1,2,&3 -2,040.00 11 LEAN CONCRETE BASE -1,000.00 13 0.00 -21,731.36 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -10,000.00 05 RECD PAYROLLS 10,000.00 08 MISS PAYROLLS -1,500.00 09 MISS PAYROLLS -1,500.00 11 MISS PAYROLLS -5,000.00 15 -5,000.00 -8,000.00 TOTAL DEDUCTIONS -5,000.00 -29,731.36 PROGRAM CAS145 PAGE 1 DATE 11/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-349504 TIME 11:15 AM ESTIMATE NO. 15 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 11/20/11 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 11/21/11 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1,500.0000 1,500.00 0.500 750.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,250.00 0.000 0.00 003 TIME-RELATED OVERHEAD WDAY 1,750.0000 525,000.00 13.000 22,750.00 233.000 407,750.00 004 TEMPORARY FENCE (TYPE ESA) LF 2.0000 3,660.00 1,087.000 2,174.00 005 CONSTRUCTION SITE MANAGEMENT LS 15,000.0000 15,000.00 0.050 750.00 0.900 13,500.00 006 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.050 125.00 0.900 2,250.00 PREVENTION PLAN 007 TEMPORARY FIBER ROLL LF 2.1000 14,700.00 1,280.000 2,688.00 4,793.000 10,065.30 008 TEMPORARY SILT FENCE LF 3.5000 1,750.00 2,541.000 8,893.50 009 TEMPORARY CONSTRUCTION ENTRANCE EA 1,355.0000 8,130.00 8.000 10,840.00 010 TEMPORARY CHECK DAM LF 2.5000 1,875.00 0.000 0.00 011 MOVE-IN/MOVE-OUT EA 500.0000 1,000.00 2.000 1,000.00 (TEMPORARY EROSION CONTROL) 012 TEMPORARY DRAINAGE INLET PROTECTION EA 180.0000 4,140.00 10.000 1,800.00 013 TEMPORARY HYDRAULIC MULCH SQYD 0.3600 1,800.00 29,040.000 10,454.40 33,609.000 12,099.24 (POLYMER STABILIZED FIBER MATRIX) 014 STREET SWEEPING LS 5,000.0000 5,000.00 0.050 250.00 0.900 4,500.00 015 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 8,400.0000 8,400.00 0.050 420.00 0.900 7,560.00 016 TEMPORARY CANAL DIVERSION SYSTEM LS 40,000.0000 40,000.00 0.100 4,000.00 0.900 36,000.00 017 CONSTRUCTION AREA SIGNS LS 9,000.0000 9,000.00 0.050 450.00 0.900 8,100.00 018 TRAFFIC CONTROL SYSTEM LS 20,000.0000 20,000.00 0.050 1,000.00 0.900 18,000.00 019 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 6.0000 2,340.00 56.000 336.00 56.000 336.00 020 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 22,000.00 2,279.000 2,279.00 19,945.000 19,945.00 021 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 3,400.00 61.000 2,440.00 022 PORTABLE CHANGEABLE MESSAGE SIGN LS 14,000.0000 14,000.00 0.050 700.00 0.900 12,600.00 PROGRAM CAS145 PAGE 2 DATE 11/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-349504 TIME 11:15 AM ESTIMATE NO. 15 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 11/20/11 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 11/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RAILING (TYPE K) LF 25.0000 121,500.00 620.000 15,500.00 6,640.000 166,000.00 024 TEMPORARY CRASH CUSHION MODULE EA 500.0000 60,000.00 28.000 14,000.00 191.000 95,500.00 025 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 13,000.0000 65,000.00 2.000 26,000.00 026 TEMPORARY TRAFFIC SCREEN LF 5.5000 2,915.00 520.000 2,860.00 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.9000 8,901.00 4,758.000 4,282.20 STRIPE (HAZARDOUS WASTE) 028 ABANDON CULVERT EA 1,000.0000 7,000.00 6.000 6,000.00 029 REMOVE FENCE (TYPE BW) LF 6.6000 792.00 170.000 1,122.00 030 REMOVE CHAIN LINK FENCE LF 5.0000 6,500.00 1,272.000 6,360.00 031 REMOVE METAL BEAM GUARD RAILING LF 10.0000 8,000.00 612.500 6,125.00 032 REMOVE THRIE BEAM BARRIER LF 10.0000 1,400.00 154.000 1,540.00 033 REMOVE FLARED END SECTION EA 100.0000 200.00 2.000 200.00 034 REMOVE TRAFFIC STRIPE LF 0.5500 2,508.00 0.000 0.00 035 REMOVE PAINTED TRAFFIC STRIPE LF 0.6000 702.00 0.000 0.00 036 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 2,118.00 4,765.000 2,859.00 11,905.000 7,143.00 037 REMOVE PAVEMENT MARKER EA 1.0000 330.00 290.000 290.00 038 REMOVE ROADSIDE SIGN EA 81.0000 1,782.00 0.000 0.00 039 REMOVE CULVERT LF 14.0000 6,580.00 390.000 5,460.00 040 REMOVE INLET EA 260.0000 1,820.00 7.000 1,820.00 041 REMOVE ASPHALT CONCRETE SURFACING SQFT 2.0000 8,870.00 4,560.000 9,120.00 042 RELOCATE ROADSIDE SIGN EA 200.0000 4,200.00 0.000 0.00 043 ADJUST MANHOLE TO GRADE EA 400.0000 800.00 0.000 0.00 044 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.0000 6,180.00 0.000 0.00 045 REMOVE SACKED CONCRETE CY 50.0000 300.00 5.700 285.00 046 REMOVE CONCRETE CY 44.0000 792.00 16.600 730.40 047 REMOVE CONCRETE CURB AND SIDEWALK CY 74.0000 5,550.00 60.780 4,497.72 257.730 19,072.02 048 REMOVE UNSOUND CONCRETE CF 150.0000 16,650.00 30.000 4,500.00 50.000 7,500.00 049 CLEAN BRIDGE DECK SQFT 2.0000 8,870.00 500.000 1,000.00 500.000 1,000.00 PROGRAM CAS145 PAGE 3 DATE 11/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-349504 TIME 11:15 AM ESTIMATE NO. 15 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 11/20/11 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 11/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 PLUG CULVERT EA 300.0000 600.00 2.000 600.00 051 BRIDGE REMOVAL (PORTION) LS 20,000.0000 20,000.00 0.750 15,000.00 052 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 0.800 40,000.00 053 ROADWAY EXCAVATION CY 7.0000 714,000.00 84,104.710 588,732.97 054 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 055 STRUCTURE EXCAVATION (BRIDGE) CY 90.0000 49,500.00 550.000 49,500.00 (F) 056 STRUCTURE EXCAVATION (RETAINING WALL) CY 35.0000 70,000.00 2,000.000 70,000.00 (F) 057 SAND BEDDING CY 220.0000 39,600.00 170.900 37,598.00 058 STRUCTURE BACKFILL (BRIDGE) CY 60.0000 34,200.00 570.000 34,200.00 (F) 059 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 060 STRUCTURE BACKFILL (RETAINING WALL) CY 54.0000 142,290.00 2,635.000 142,290.00 (F) 061 PERVIOUS BACKFILL MATERIAL (RETAINING CY 45.0000 9,675.00 215.000 9,675.00 (F) WALL) 062 SAND BACKFILL CY 79.0000 27,650.00 341.400 26,970.60 063 HIGHWAY PLANTING LS 7,500.0000 7,500.00 0.000 0.00 064 DUFF SQYD 5.0000 2,550.00 225.000 1,125.00 065 MULCH CY 21.0000 73,500.00 0.000 0.00 066 EROSION CONTROL (DRILL SEED) ACRE 1,200.0000 19,200.00 17.000 20,400.00 067 EROSION CONTROL (TYPE D) SQYD 0.2600 6,006.00 9,680.000 2,516.80 068 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 1,000.00 2.000 1,000.00 069 JUTE MESH SQYD 1.7000 8,670.00 399.900 679.83 070 PLANT ESTABLISHMENT WORK LS 8,000.0000 8,000.00 0.000 0.00 071 MAINTAIN EXISTING IRRIGATION FACILITIES LS 9,000.0000 9,000.00 1.000 9,000.00 072 IRRIGATION SYSTEM LS 44,000.0000 44,000.00 1.000 44,000.00 073 3" SUPPLY LINE (BRIDGE) LF 135.0000 74,385.00 551.000 74,385.00 074 3" IRRIGATION SLEEVE LF 20.0000 200.00 0.000 0.00 075 10" CORRUGATED HIGH DENSITY LF 48.0000 12,240.00 282.000 13,536.00 (F) POLYETHYLENE PIPE CONDUIT 076 CLASS 1 AGGREGATE SUBBASE CY 20.0000 352,000.00 1,857.100 37,142.00 15,461.770 309,235.40 PROGRAM CAS145 PAGE 4 DATE 11/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-349504 TIME 11:15 AM ESTIMATE NO. 15 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 11/20/11 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 11/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 CLASS 2 AGGREGATE BASE CY 43.0000 50,310.00 1,054.100 45,326.30 078 LEAN CONCRETE BASE CY 66.0000 487,740.00 5,203.550 343,434.30 079 HOT MIX ASPHALT TON 66.0000 1,029,600.00 1,038.400 68,534.40 10,952.390 722,857.74 080 DATA CORE LS 1,200.0000 1,200.00 0.000 0.00 081 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.0000 520.00 0.000 0.00 082 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 3,160.00 0.000 0.00 083 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.0000 800.00 0.000 0.00 084 PLACE HOT MIX ASPHALT SQYD 12.0000 13,920.00 753.000 9,036.00 926.000 11,112.00 (MISCELLANEOUS AREA) 085 TACK COAT TON 100.0000 4,700.00 0.000 0.00 086 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 130.0000 71,630.00 551.000 71,630.00 087 PRESTRESSING CAST-IN-PLACE CONCRETE LS 25,000.0000 25,000.00 1.000 25,000.00 088 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 365.0000 40,150.00 110.000 40,150.00 (F) 089 STRUCTURAL CONCRETE, BRIDGE CY 861.0000 361,620.00 420.000 361,620.00 (F) 090 STRUCTURAL CONCRETE, RETAINING WALL CY 462.0000 402,864.00 872.000 402,864.00 (F) 091 CLASS 1 CONCRETE (BOX CULVERT) CY 633.0000 281,685.00 445.000 281,685.00 (F) 092 MINOR CONCRETE (MINOR STRUCTURE) CY 1,300.0000 74,100.00 43.530 56,589.00 (F) 093 MINOR CONCRETE (BACKFILL) CY 79.0000 711.00 12.000 948.00 094 RIPPED TEXTURE (REINFORCING BAR) SQFT 7.0000 46,494.00 6,642.000 46,494.00 (F) 095 DRILL AND BOND DOWEL LF 33.0000 5,049.00 148.000 4,884.00 096 CLEAN EXPANSION JOINT LF 26.0000 2,080.00 0.000 0.00 097 RAPID SETTING CONCRETE (PATCH) CF 75.0000 8,325.00 0.000 0.00 098 REFINISH BRIDGE DECK SQFT 8.0000 12,328.00 1,250.000 10,000.00 1,250.000 10,000.00 099 CORE TREATED BRIDGE DECK EA 205.0000 820.00 0.000 0.00 100 JOINT SEAL (MR 1") LF 75.0000 10,050.00 0.000 0.00 101 BAR REINFORCING STEEL (BRIDGE) LB 0.8700 101,790.00 131,740.000 114,613.80 (F) 102 BAR REINFORCING STEEL (RETAINING WALL) LB 0.7700 107,030.00 139,000.000 107,030.00 (F) 103 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 99,153.00 99,153.000 99,153.00 (F) PROGRAM CAS145 PAGE 5 DATE 11/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-349504 TIME 11:15 AM ESTIMATE NO. 15 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 11/20/11 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 11/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 TREAT BRIDGE DECK SQFT 2.0000 8,870.00 500.000 1,000.00 500.000 1,000.00 105 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 153.0000 9,333.00 5.000 765.00 5.000 765.00 106 PUBLIC SAFETY PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 1.000 2,500.00 (F) 107 FURNISH SIGN STRUCTURE (TRUSS) LB 3.0000 46,479.00 5,910.000 17,730.00 18,304.000 54,912.00 (F) 108 INSTALL SIGN STRUCTURE (TRUSS) LB 1.0000 15,493.00 2,811.000 2,811.00 18,304.000 18,304.00 (F) 109 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 13.0000 1,690.00 0.000 0.00 110 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 18.0000 1,710.00 0.000 0.00 111 FURNISH LAMINATED PANEL SIGN SQFT 20.0000 3,400.00 0.000 0.00 (2 1/2"-TYPE B) 112 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 3,700.00 0.000 0.00 (0.063"-UNFRAMED) 113 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 1,210.00 0.000 0.00 (0.080"-UNFRAMED) 114 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 2,400.00 0.000 0.00 (0.063"-FRAMED) 115 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 1,183.00 0.000 0.00 (0.080"-FRAMED) 116 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 350.0000 7,700.00 1.000 350.00 45.000 15,750.00 (SIGN FOUNDATION) 117 ROADSIDE SIGN - ONE POST EA 230.0000 14,490.00 0.000 0.00 118 INSTALL ROADSIDE SIGN EA 5,000.0000 5,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 119 18" ALTERNATIVE PIPE CULVERT LF 54.0000 11,880.00 149.100 8,051.40 120 24" ALTERNATIVE PIPE CULVERT LF 68.0000 113,560.00 408.200 27,757.60 1,331.500 90,542.00 121 15" REINFORCED CONCRETE PIPE LF 45.0000 1,755.00 36.000 1,620.00 122 18" REINFORCED CONCRETE PIPE (RUBBER LF 54.0000 1,080.00 20.700 1,117.80 GASKET JOINT) 123 24" REINFORCED CONCRETE PIPE (RUBBER LF 72.0000 15,840.00 195.000 14,040.00 GASKET JOINT) 124 JACKED 24" REINFORCED CONCRETE PIPE LF 550.0000 93,500.00 170.000 93,500.00 (CLASS IV) 125 3" PLASTIC PIPE (EDGE DRAIN) LF 13.0000 20,150.00 0.000 0.00 126 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 21.0000 9,030.00 0.000 0.00 127 DRAINAGE INLET MARKER EA 150.0000 2,100.00 0.000 0.00 128 18" CORRUGATED STEEL PIPE RISER LF 83.0000 747.00 9.000 747.00 (.168" THICK) 129 15" ALTERNATIVE FLARED END SECTION EA 88.0000 88.00 2.000 176.00 130 18" ALTERNATIVE FLARED END SECTION EA 120.0000 240.00 2.000 240.00 PROGRAM CAS145 PAGE 6 DATE 11/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-349504 TIME 11:15 AM ESTIMATE NO. 15 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 11/20/11 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 11/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 24" ALTERNATIVE FLARED END SECTION EA 145.0000 1,450.00 11.000 1,595.00 132 30" ALTERNATIVE FLARED END SECTION EA 328.0000 328.00 1.000 328.00 133 DRAINAGE MANHOLE EA 4,200.0000 4,200.00 1.000 4,200.00 134 BIORETENTION SYSTEM EA 16,000.0000 80,000.00 5.000 80,000.00 135 36" PRECAST CONCRETE PIPE INLET LF 215.0000 5,590.00 25.930 5,574.95 136 ROCK SLOPE PROTECTION CY 120.0000 344,400.00 0.000 0.00 (1/4 TON, METHOD B) 137 ROCK SLOPE PROTECTION CY 76.0000 123,880.00 57.000 4,332.00 (BACKING NO. 1, METHOD B) 138 ROCK SLOPE PROTECTION FABRIC SQYD 1.0000 3,620.00 175.700 175.70 139 MINOR CONCRETE (MISCELLANEOUS CY 280.0000 198,800.00 553.730 155,044.40 CONSTRUCTION) 140 MINOR CONCRETE (TEXTURED PAVING) CY 636.0000 26,712.00 33.090 21,045.24 141 MISCELLANEOUS IRON AND STEEL LB 2.0000 10,230.00 5,115.000 10,230.00 (F) 142 MANHOLE FRAME AND COVER EA 330.0000 330.00 0.000 0.00 143 FENCE (TYPE BW, 5 STRAND, METAL POST) LF 4.0000 18,920.00 0.000 0.00 144 CHAIN LINK FENCE (TYPE CL-6) LF 19.0000 2,470.00 0.000 0.00 145 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 14.0000 42,840.00 0.000 0.00 146 4' CHAIN LINK GATE (TYPE CL-6) EA 800.0000 800.00 0.000 0.00 147 SURVEY MONUMENT (TYPE D) EA 550.0000 2,750.00 0.000 0.00 148 DELINEATOR (CLASS 1) EA 40.0000 4,400.00 108.000 4,320.00 108.000 4,320.00 149 OBJECT MARKER EA 40.0000 200.00 0.000 0.00 150 METAL BEAM GUARD RAILING (STEEL POST) LF 23.0000 4,140.00 0.000 0.00 151 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 105.0000 34,755.00 0.000 0.00 (F) 152 TUBULAR HANDRAILING LF 50.0000 18,650.00 373.000 18,650.00 373.000 18,650.00 (F) 153 TUBULAR BICYCLE RAILING LF 100.0000 9,600.00 48.000 4,800.00 48.000 4,800.00 (F) 154 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 219.0000 33,288.00 152.000 33,288.00 152.000 33,288.00 (F) 155 CONCRETE BARRIER (TYPE 26A MODIFIED) LF 141.0000 54,708.00 388.000 54,708.00 388.000 54,708.00 (F) 156 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 45.0000 6,300.00 0.000 0.00 157 CABLE RAILING LF 48.0000 5,760.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 11/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-349504 TIME 11:15 AM ESTIMATE NO. 15 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 11/20/11 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 11/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 TRANSITION RAILING (TYPE WB) EA 3,000.0000 12,000.00 0.000 0.00 159 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,700.0000 1,700.00 0.000 0.00 160 ALTERNATIVE FLARED TERMINAL SYSTEM EA 4,700.0000 14,100.00 0.000 0.00 161 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 180.0000 28,080.00 0.000 0.00 (F) 162 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 196.0000 20,776.00 0.000 0.00 (F) 163 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 11,120.00 1,367.000 5,468.00 1,367.000 5,468.00 164 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 2,448.00 3,388.000 1,016.40 3,388.000 1,016.40 (BROKEN 17-7) 165 THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 15,240.00 16,400.000 6,560.00 16,400.000 6,560.00 (SPRAYABLE) 166 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 9,540.00 291.000 1,746.00 598.000 3,588.00 167 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 168 SIGNAL AND LIGHTING LS 138,000.0000 138,000.00 0.020 2,760.00 0.085 11,730.00 (CITY STREET LOCATION 1) 169 REMOVE EXISTING ELECTRICAL SYSTEM LS 8,700.0000 8,700.00 0.800 6,960.00 0.800 6,960.00 170 SIGNAL AND LIGHTING LS 104,000.0000 104,000.00 0.230 23,920.00 (CITY STREET LOCATION 2) 171 LIGHTING (CITY STREET) LS 73,000.0000 73,000.00 0.624 45,552.00 172 LIGHTING AND SIGN ILLUMINATION LS 59,000.0000 59,000.00 0.660 38,940.00 0.690 40,710.00 173 MODIFY SIGN ILLUMINATION LS 13,000.0000 13,000.00 0.070 910.00 0.380 4,940.00 PROGRAM CAS145 PAGE 8 DATE 11/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-349504 TIME 11:15 AM ESTIMATE NO. 15 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 11/20/11 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 11/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 446,311.52 6,039,349.29 ADJUSTMENT OF COMPENSATION 0.00 31,663.24 EXTRA WORK 15,163.94 143,242.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 461,475.46 6,214,254.53 174 MOBILIZATION LS 289,245.0000 289,245.00 1.000 289,245.00 ORIGINAL CONTRACT AMOUNT 8,312,498.00 TOTAL WORK COMPLETED 461,475.46 6,503,499.53 MATERIALS ON HAND ON SITE 70,378.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -5,000.00 -29,731.36 TOTAL 456,475.46 6,544,146.17 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 06/29/12 233 64 0 3 74% 59% PROGRESS IS SATISFACTORY *** SUSPENDED ON 06/27/10. TYLER LAVERING RESIDENT ENGINEER PROGRAM CAS145 DATE 11/21/11