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 11/08/12 EST. NO.25 TIME 02:32 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 --------------------------------------------------------------------------- 027 0035 16,048.16 E.W. @ F.A.(+) 110512 N 1 0 16,048.16 TOTAL THIS ESTIMATE 1,502,030.70 TOTAL PREVIOUS ESTIMATE 1,518,078.86 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 11/08/12 EST. NO.25 TIME 02:32 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 CLASS 1 AS -15,314.86 11 RESTAK DS 1,2,&3 -2,040.00 11 LEAN CONCRETE BASE -1,000.00 13 ASB ON D-2 -3,714.20 16 NO CPM -3,000.00 19 SIGN FAB >300 MILES -5,000.00 19 SIGNAL & LIGHTG POLE -5,000.00 19 MISS CEM-4401 -10,000.00 23 MISS CEM-2402F -10,000.00 23 RECD CEM-2402F 10,000.00 24 RECD CEM-4401 10,000.00 24 0.00 -38,445.56 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 MISS PAYROLLS -5,000.00 19 MISS PAYROLLS -5,000.00 21 RECD PYRLS #09 & 11 3,000.00 22 MISS PAYROLLS -10,000.00 23 0.00 -25,000.00 TOTAL DEDUCTIONS 0.00 -63,445.56 PROGRAM CAS145 PAGE 1 DATE 11/08/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-349504 TIME 02:32 PM ESTIMATE NO. 25 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 06/19/12 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 11/08/12 LOCATION SEMI-FINAL 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 $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1,500.0000 1,500.00 0.500 750 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,250.00 0.000 0 003 TIME-RELATED OVERHEAD WDAY 1,750.0000 525,000.00 310.000 542,500 004 TEMPORARY FENCE (TYPE ESA) LF 2.0000 3,660.00 1,087.000 2,174 005 CONSTRUCTION SITE MANAGEMENT LS 15,000.0000 15,000.00 1.000 15,000 006 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500 PREVENTION PLAN 007 TEMPORARY FIBER ROLL LF 2.1000 14,700.00 5,018.000 10,537 008 TEMPORARY SILT FENCE LF 3.5000 1,750.00 2,541.000 8,893 009 TEMPORARY CONSTRUCTION ENTRANCE EA 1,355.0000 8,130.00 9.000 12,195 010 TEMPORARY CHECK DAM LF 2.5000 1,875.00 0.000 0 011 MOVE-IN/MOVE-OUT EA 500.0000 1,000.00 2.000 1,000 (TEMPORARY EROSION CONTROL) 012 TEMPORARY DRAINAGE INLET PROTECTION EA 180.0000 4,140.00 23.000 4,140 013 TEMPORARY HYDRAULIC MULCH SQYD 0.3600 1,800.00 33,609.000 12,099 (POLYMER STABILIZED FIBER MATRIX) 014 STREET SWEEPING LS 5,000.0000 5,000.00 1.000 5,000 015 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 8,400.0000 8,400.00 1.000 8,400 016 TEMPORARY CANAL DIVERSION SYSTEM LS 40,000.0000 40,000.00 1.000 40,000 017 CONSTRUCTION AREA SIGNS LS 9,000.0000 9,000.00 1.000 9,000 018 TRAFFIC CONTROL SYSTEM LS 20,000.0000 20,000.00 1.000 20,000 019 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 6.0000 2,340.00 373.000 2,238 020 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 22,000.00 27,205.000 27,205 021 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 3,400.00 94.000 3,760 022 PORTABLE CHANGEABLE MESSAGE SIGN LS 14,000.0000 14,000.00 1.000 14,000 PROGRAM CAS145 PAGE 2 DATE 11/08/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-349504 TIME 02:32 PM ESTIMATE NO. 25 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 06/19/12 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 11/08/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RAILING (TYPE K) LF 25.0000 121,500.00 6,640.000 166,000 024 TEMPORARY CRASH CUSHION MODULE EA 500.0000 60,000.00 191.000 95,500 025 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 13,000.0000 65,000.00 4.000 52,000 026 TEMPORARY TRAFFIC SCREEN LF 5.5000 2,915.00 520.000 2,860 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.9000 8,901.00 4,758.000 4,282 STRIPE (HAZARDOUS WASTE) 028 ABANDON CULVERT EA 1,000.0000 7,000.00 6.000 6,000 029 REMOVE FENCE (TYPE BW) LF 6.6000 792.00 170.000 1,122 030 REMOVE CHAIN LINK FENCE LF 5.0000 6,500.00 1,272.000 6,360 031 REMOVE METAL BEAM GUARD RAILING LF 10.0000 8,000.00 792.500 7,925 032 REMOVE THRIE BEAM BARRIER LF 10.0000 1,400.00 300.000 3,000 033 REMOVE FLARED END SECTION EA 100.0000 200.00 2.000 200 034 REMOVE TRAFFIC STRIPE LF 0.5500 2,508.00 17,496.000 9,622 035 REMOVE PAINTED TRAFFIC STRIPE LF 0.6000 702.00 0.000 0 036 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 2,118.00 15,288.000 9,172 037 REMOVE PAVEMENT MARKER EA 1.0000 330.00 709.000 709 038 REMOVE ROADSIDE SIGN EA 81.0000 1,782.00 20.000 1,620 039 REMOVE CULVERT LF 14.0000 6,580.00 444.300 6,220 040 REMOVE INLET EA 260.0000 1,820.00 7.000 1,820 041 REMOVE ASPHALT CONCRETE SURFACING SQFT 2.0000 8,870.00 4,560.000 9,120 042 RELOCATE ROADSIDE SIGN EA 200.0000 4,200.00 21.000 4,200 043 ADJUST MANHOLE TO GRADE EA 400.0000 800.00 3.000 1,200 044 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.0000 6,180.00 1,605.000 9,630 045 REMOVE SACKED CONCRETE CY 50.0000 300.00 5.700 285 046 REMOVE CONCRETE CY 44.0000 792.00 16.600 730 047 REMOVE CONCRETE CURB AND SIDEWALK CY 74.0000 5,550.00 257.730 19,072 048 REMOVE UNSOUND CONCRETE CF 150.0000 16,650.00 72.000 10,800 049 CLEAN BRIDGE DECK SQFT 2.0000 8,870.00 6,204.000 12,408 PROGRAM CAS145 PAGE 3 DATE 11/08/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-349504 TIME 02:32 PM ESTIMATE NO. 25 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 06/19/12 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 11/08/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLUG CULVERT EA 300.0000 600.00 2.000 600 051 BRIDGE REMOVAL (PORTION) LS 20,000.0000 20,000.00 1.000 20,000 052 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 1.000 50,000 053 ROADWAY EXCAVATION CY 7.0000 714,000.00 87,576.140 613,032 054 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 055 STRUCTURE EXCAVATION (BRIDGE) CY 90.0000 49,500.00 550.000 49,500 (F) 056 STRUCTURE EXCAVATION (RETAINING WALL) CY 35.0000 70,000.00 2,000.000 70,000 (F) 057 SAND BEDDING CY 220.0000 39,600.00 180.300 39,666 058 STRUCTURE BACKFILL (BRIDGE) CY 60.0000 34,200.00 570.000 34,200 (F) 059 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 060 STRUCTURE BACKFILL (RETAINING WALL) CY 54.0000 142,290.00 2,635.000 142,290 (F) 061 PERVIOUS BACKFILL MATERIAL (RETAINING CY 45.0000 9,675.00 215.000 9,675 (F) WALL) 062 SAND BACKFILL CY 79.0000 27,650.00 341.400 26,970 063 HIGHWAY PLANTING LS 7,500.0000 7,500.00 0.000 0 064 DUFF SQYD 5.0000 2,550.00 436.670 2,183 065 MULCH CY 21.0000 73,500.00 0.000 0 066 EROSION CONTROL (DRILL SEED) ACRE 1,200.0000 19,200.00 22.500 27,000 067 EROSION CONTROL (TYPE D) SQYD 0.2600 6,006.00 48,399.930 12,583 068 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 1,000.00 4.000 2,000 069 JUTE MESH SQYD 1.7000 8,670.00 399.900 679 070 PLANT ESTABLISHMENT WORK LS 8,000.0000 8,000.00 0.000 0 071 MAINTAIN EXISTING IRRIGATION FACILITIES LS 9,000.0000 9,000.00 1.000 9,000 072 IRRIGATION SYSTEM LS 44,000.0000 44,000.00 1.000 44,000 073 3" SUPPLY LINE (BRIDGE) LF 135.0000 74,385.00 551.000 74,385 074 3" IRRIGATION SLEEVE LF 20.0000 200.00 10.000 200 075 10" CORRUGATED HIGH DENSITY LF 48.0000 12,240.00 372.000 17,856 (F) POLYETHYLENE PIPE CONDUIT 076 CLASS 1 AGGREGATE SUBBASE CY 20.0000 352,000.00 15,505.000 310,100 PROGRAM CAS145 PAGE 4 DATE 11/08/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-349504 TIME 02:32 PM ESTIMATE NO. 25 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 06/19/12 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 11/08/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CLASS 2 AGGREGATE BASE CY 43.0000 50,310.00 1,108.100 47,648 078 LEAN CONCRETE BASE CY 66.0000 487,740.00 6,551.600 432,405 079 HOT MIX ASPHALT TON 66.0000 1,029,600.00 15,774.410 1,041,111 080 DATA CORE LS 1,200.0000 1,200.00 0.000 0 081 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.0000 520.00 128.500 514 082 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 3,160.00 553.000 2,212 083 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.0000 800.00 256.000 1,024 084 PLACE HOT MIX ASPHALT SQYD 12.0000 13,920.00 1,110.600 13,327 (MISCELLANEOUS AREA) 085 TACK COAT TON 100.0000 4,700.00 24.240 2,424 086 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 130.0000 71,630.00 551.000 71,630 087 PRESTRESSING CAST-IN-PLACE CONCRETE LS 25,000.0000 25,000.00 1.000 25,000 088 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 365.0000 40,150.00 110.000 40,150 (F) 089 STRUCTURAL CONCRETE, BRIDGE CY 861.0000 361,620.00 420.000 361,620 (F) 090 STRUCTURAL CONCRETE, RETAINING WALL CY 462.0000 402,864.00 872.000 402,864 (F) 091 CLASS 1 CONCRETE (BOX CULVERT) CY 633.0000 281,685.00 445.000 281,685 (F) 092 MINOR CONCRETE (MINOR STRUCTURE) CY 1,300.0000 74,100.00 52.090 67,717 (F) 093 MINOR CONCRETE (BACKFILL) CY 79.0000 711.00 12.000 948 094 RIPPED TEXTURE (REINFORCING BAR) SQFT 7.0000 46,494.00 6,642.000 46,494 (F) 095 DRILL AND BOND DOWEL LF 33.0000 5,049.00 148.000 4,884 096 CLEAN EXPANSION JOINT LF 26.0000 2,080.00 73.000 1,898 097 RAPID SETTING CONCRETE (PATCH) CF 75.0000 8,325.00 22.000 1,650 098 REFINISH BRIDGE DECK SQFT 8.0000 12,328.00 1,250.000 10,000 099 CORE TREATED BRIDGE DECK EA 205.0000 820.00 0.000 0 100 JOINT SEAL (MR 1") LF 75.0000 10,050.00 138.000 10,350 101 BAR REINFORCING STEEL (BRIDGE) LB 0.8700 101,790.00 117,000.000 101,790 (F) 102 BAR REINFORCING STEEL (RETAINING WALL) LB 0.7700 107,030.00 139,000.000 107,030 (F) 103 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 99,153.00 99,153.000 99,153 (F) PROGRAM CAS145 PAGE 5 DATE 11/08/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-349504 TIME 02:32 PM ESTIMATE NO. 25 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 06/19/12 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 11/08/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 TREAT BRIDGE DECK SQFT 2.0000 8,870.00 6,204.000 12,408 105 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 153.0000 9,333.00 76.000 11,628 106 PUBLIC SAFETY PLAN LS 2,500.0000 2,500.00 1.000 2,500 (F) 107 FURNISH SIGN STRUCTURE (TRUSS) LB 3.0000 46,479.00 18,304.000 54,912 (F) 108 INSTALL SIGN STRUCTURE (TRUSS) LB 1.0000 15,493.00 18,304.000 18,304 (F) 109 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 13.0000 1,690.00 0.000 0 110 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 18.0000 1,710.00 0.000 0 111 FURNISH LAMINATED PANEL SIGN SQFT 20.0000 3,400.00 165.000 3,300 (2 1/2"-TYPE B) 112 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 3,700.00 391.810 3,918 (0.063"-UNFRAMED) 113 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 1,210.00 132.000 1,452 (0.080"-UNFRAMED) 114 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 2,400.00 222.000 2,664 (0.063"-FRAMED) 115 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 1,183.00 0.000 0 (0.080"-FRAMED) 116 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 350.0000 7,700.00 23.000 8,050 (SIGN FOUNDATION) 117 ROADSIDE SIGN - ONE POST EA 230.0000 14,490.00 62.000 14,260 118 INSTALL ROADSIDE SIGN EA 5,000.0000 5,000.00 1.000 5,000 (LAMINATED WOOD BOX POST) 119 18" ALTERNATIVE PIPE CULVERT LF 54.0000 11,880.00 215.700 11,647 120 24" ALTERNATIVE PIPE CULVERT LF 68.0000 113,560.00 1,598.500 108,698 121 15" REINFORCED CONCRETE PIPE LF 45.0000 1,755.00 36.000 1,620 122 18" REINFORCED CONCRETE PIPE (RUBBER LF 54.0000 1,080.00 20.700 1,117 GASKET JOINT) 123 24" REINFORCED CONCRETE PIPE (RUBBER LF 72.0000 15,840.00 258.400 18,604 GASKET JOINT) 124 JACKED 24" REINFORCED CONCRETE PIPE LF 550.0000 93,500.00 170.000 93,500 (CLASS IV) 125 3" PLASTIC PIPE (EDGE DRAIN) LF 13.0000 20,150.00 588.600 7,651 126 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 21.0000 9,030.00 0.000 0 127 DRAINAGE INLET MARKER EA 150.0000 2,100.00 15.000 2,250 128 18" CORRUGATED STEEL PIPE RISER LF 83.0000 747.00 9.000 747 (.168" THICK) 129 15" ALTERNATIVE FLARED END SECTION EA 88.0000 88.00 2.000 176 130 18" ALTERNATIVE FLARED END SECTION EA 120.0000 240.00 2.000 240 PROGRAM CAS145 PAGE 6 DATE 11/08/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-349504 TIME 02:32 PM ESTIMATE NO. 25 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 06/19/12 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 11/08/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 24" ALTERNATIVE FLARED END SECTION EA 145.0000 1,450.00 12.000 1,740 132 30" ALTERNATIVE FLARED END SECTION EA 328.0000 328.00 1.000 328 133 DRAINAGE MANHOLE EA 4,200.0000 4,200.00 1.000 4,200 134 BIORETENTION SYSTEM EA 16,000.0000 80,000.00 5.000 80,000 135 36" PRECAST CONCRETE PIPE INLET LF 215.0000 5,590.00 25.930 5,574 136 ROCK SLOPE PROTECTION CY 120.0000 344,400.00 0.000 0 (1/4 TON, METHOD B) 137 ROCK SLOPE PROTECTION CY 76.0000 123,880.00 1,636.200 124,351 (BACKING NO. 1, METHOD B) 138 ROCK SLOPE PROTECTION FABRIC SQYD 1.0000 3,620.00 3,654.200 3,654 139 MINOR CONCRETE (MISCELLANEOUS CY 280.0000 198,800.00 619.570 173,479 CONSTRUCTION) 140 MINOR CONCRETE (TEXTURED PAVING) CY 636.0000 26,712.00 44.350 28,206 141 MISCELLANEOUS IRON AND STEEL LB 2.0000 10,230.00 5,115.000 10,230 (F) 142 MANHOLE FRAME AND COVER EA 330.0000 330.00 1.000 330 143 FENCE (TYPE BW, 5 STRAND, METAL POST) LF 4.0000 18,920.00 4,727.160 18,908 144 CHAIN LINK FENCE (TYPE CL-6) LF 19.0000 2,470.00 161.000 3,059 145 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 14.0000 42,840.00 3,050.530 42,707 146 4' CHAIN LINK GATE (TYPE CL-6) EA 800.0000 800.00 1.000 800 147 SURVEY MONUMENT (TYPE D) EA 550.0000 2,750.00 5.000 2,750 148 DELINEATOR (CLASS 1) EA 40.0000 4,400.00 108.000 4,320 149 OBJECT MARKER EA 40.0000 200.00 6.000 240 150 METAL BEAM GUARD RAILING (STEEL POST) LF 23.0000 4,140.00 173.500 3,990 151 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 105.0000 34,755.00 331.000 34,755 (F) 152 TUBULAR HANDRAILING LF 50.0000 18,650.00 373.000 18,650 (F) 153 TUBULAR BICYCLE RAILING LF 100.0000 9,600.00 96.000 9,600 (F) 154 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 219.0000 33,288.00 152.000 33,288 (F) 155 CONCRETE BARRIER (TYPE 26A MODIFIED) LF 141.0000 54,708.00 388.000 54,708 (F) 156 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 45.0000 6,300.00 0.000 0 157 CABLE RAILING LF 48.0000 5,760.00 98.000 4,704 PROGRAM CAS145 PAGE 7 DATE 11/08/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-349504 TIME 02:32 PM ESTIMATE NO. 25 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 06/19/12 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 11/08/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 TRANSITION RAILING (TYPE WB) EA 3,000.0000 12,000.00 4.000 12,000 159 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,700.0000 1,700.00 1.000 1,700 160 ALTERNATIVE FLARED TERMINAL SYSTEM EA 4,700.0000 14,100.00 3.000 14,100 161 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 180.0000 28,080.00 156.000 28,080 (F) 162 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 196.0000 20,776.00 106.000 20,776 (F) 163 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 11,120.00 3,724.000 14,896 164 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 2,448.00 10,585.000 3,175 (BROKEN 17-7) 165 THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 15,240.00 47,481.000 18,992 (SPRAYABLE) 166 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 9,540.00 1,245.000 7,470 167 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 168 SIGNAL AND LIGHTING LS 138,000.0000 138,000.00 1.000 138,000 (CITY STREET LOCATION 1) 169 REMOVE EXISTING ELECTRICAL SYSTEM LS 8,700.0000 8,700.00 1.000 8,700 170 SIGNAL AND LIGHTING LS 104,000.0000 104,000.00 1.000 104,000 (CITY STREET LOCATION 2) 171 LIGHTING (CITY STREET) LS 73,000.0000 73,000.00 1.000 73,000 172 LIGHTING AND SIGN ILLUMINATION LS 59,000.0000 59,000.00 1.000 59,000 173 MODIFY SIGN ILLUMINATION LS 13,000.0000 13,000.00 1.000 13,000 PROGRAM CAS145 PAGE 8 DATE 11/08/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-349504 TIME 02:32 PM ESTIMATE NO. 25 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 06/19/12 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 11/08/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 7,483,318.17 ADJUSTMENT OF COMPENSATION 0.00 538,753.66 EXTRA WORK 16,048.16 979,325.20 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 16,048.16 9,001,397.03 174 MOBILIZATION LS 289,245.0000 289,245.00 1.000 289,245 ORIGINAL CONTRACT AMOUNT 8,312,498.00 TOTAL WORK COMPLETED 16,048.16 9,290,642.03 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -63,445.56 TOTAL 16,048.16 9,227,196.47 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 07/21/10 390 07/15/08 07/15/08 06/19/12 365 76 -90 3 100% 100% TYLER LAVERING RESIDENT ENGINEER PROGRAM CAS145 DATE 11/08/12