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 04/23/15 EST. NO. 025 TIME 02:27 PM R.E. NAME: SHELLEY MAGGARD 06-360214 --------------------------------------------------------------------------- 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 0043 358.31 E.W. @ F.A.(+) 101513 N 0217.0 0062 137.50 093014 N 0429.0 0063 141.63 103114 N 0430.0 0067 2,407.75 010815 N 0446.0 0070 921.19 010815 N 0431.0 0071 302.50 063014 N 0455.0 0072 281.60 073114 N 0456.0 0076 141.63 013115 N 0473.0 0077 137.50 113014 N 0486.0 0078 303.52 112613 N 0504.0 002 0035 300.00 E.W. @ F.A.(+) 053014 N 0380.1 0036 2,511.57 013114 N 0379.1 003 0018 750.00 E.W. @ F.A.(+) 100814 N 0376.1 012 0060 560.67 E.W. @ F.A.(+) 082514 N 0313.0 0075 39.60 112914 N 0485.0 013 0015 2,374.12 E.W. @ F.A.(+) 012114 N 0147.0 028 0005 2,235.27 E.W. @ F.A.(+) 031115 N 0492.0 0006 1,838.59 031215 N 0493.0 0007 756.23 030315 N 0482.0 0009 5,160.42 030615 N 0491.0 21,659.60 TOTAL THIS ESTIMATE 552,601.58 TOTAL PREVIOUS ESTIMATE 574,261.18 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 04/23/15 EST. NO. 025 TIME 02:27 PM R.E. NAME: SHELLEY MAGGARD 06-360214 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE AB AREA 1 -500.00 010 AB MATERIAL PLACED -4,135.50 014 RSC DEDUCTION -7,325.06 016 RSC DEDUCTION -6,075.87 017 CLASS 2 AB OUT -1,125.00 019 0.00 -19,161.43 LABOR COMPLIANCE VIOLATION MISS PYRL -3,000.00 014 RECD MISS PYRL #3 3,000.00 015 0.00 0.00 TOTAL DEDUCTIONS 0.00 -19,161.43 PROGRAM CAS145 PAGE 1 DATE 04/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-360214 TIME 02:27 PM ESTIMATE NO. 025 BID OPENING 09/14/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/15 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 04/23/15 LOCATION PROGRESS ESTIMATE 06-TUL-99-37.3/41.3 ----------------- PAPICH CONSTRUCTION COMPANY IN TULARE COUNTY NEAR GOSHEN FROM INC 0.9 MI SOUTH OF WEST VISALIA P O BOX 2210 OVERHEAD TO 0.2 MI NORTH OF PISMO BEACH CA 93448 NORTH GOSHEN OVERHEAD FED. AID NO. N O N E WIDEN FREEWAY 4-LN FWY TO 6-LN FWY ------------------------------------------------------------------------------------------------------------------------------------ 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 8,676.0000 8,676.00 0.250 2,169 002 TEMPORARY FENCE (TYPE ESA) LF 1.3600 3,808.00 1,504.000 2,045 003 CONSTRUCTION SITE MANAGEMENT LS 67,000.0000 67,000.00 0.870 58,290 004 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 0.800 2,800 PREVENTION PLAN 005 TEMPORARY FIBER ROLL LF 0.6200 3,410.00 2,245.500 1,392 006 TEMPORARY CONSTRUCTION ENTRANCE EA 3,600.0000 3,600.00 1.000 3,600 007 TEMPORARY DRAINAGE INLET PROTECTION EA 145.0000 3,045.00 48.000 6,960 008 TEMPORARY HYDRAULIC MULCH SQYD 0.7500 3,525.00 0.000 0 (BONDED FIBER MATRIX) 009 STREET SWEEPING LS 19,000.0000 19,000.00 0.870 16,530 010 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 4,600.0000 4,600.00 0.000 0 011 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 012 TIME-RELATED OVERHEAD (WDAY) WDAY 2,425.0000 727,500.00 436.000 1,057,300 013 CONSTRUCTION AREA SIGNS LS 10,500.0000 10,500.00 0.660 6,930 014 TRAFFIC CONTROL SYSTEM LS 1,150,000.0000 1,150,000.00 0.890 1,023,500 015 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 12.0000 1,560.00 0.000 0 016 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1000 30,400.00 4,781.000 478 017 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 14,000.00 93.000 3,255 018 PORTABLE CHANGEABLE MESSAGE SIGN LS 14,000.0000 14,000.00 0.840 11,760 019 TEMPORARY RAILING (TYPE K) LF 6.9100 357,247.00 44,548.000 307,826 020 TEMPORARY CRASH CUSHION MODULE EA 160.0000 20,800.00 135.000 21,600 021 TEMPORARY TRAFFIC SCREEN LF 0.8700 44,979.00 2,521.000 2,193 022 ABANDON PIPELINE EA 4,750.0000 42,750.00 8.000 38,000 PROGRAM CAS145 PAGE 2 DATE 04/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-360214 TIME 02:27 PM ESTIMATE NO. 025 BID OPENING 09/14/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/15 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 04/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 OBLITERATE SURFACING SQYD 1.0600 5,003.20 0.000 0 024 REMOVE ENTRANCE TAPER EA 600.0000 15,000.00 0.000 0 025 REMOVE METAL BEAM GUARD RAILING LF 5.0000 46,000.00 1,100.000 5,500 026 REMOVE THRIE BEAM BARRIER LF 4.5000 98,100.00 21,597.000 97,186 027 REMOVE DOUBLE THRIE BEAM BARRIER LF 7.0000 18,690.00 2,820.500 19,743 028 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 12.0000 1,560.00 0.000 0 029 REMOVE PAVEMENT MARKER EA 1.0000 910.00 34.000 34 030 REMOVE ROADSIDE SIGN EA 85.0000 1,275.00 0.000 0 031 REMOVE SIGN STRUCTURE (EA) EA 1,800.0000 9,000.00 0.000 0 032 REMOVE ASPHALT CONCRETE DIKE LF 1.9100 36,290.00 0.000 0 033 REMOVE DOWNDRAIN (LS) LS 40,000.0000 40,000.00 0.000 0 034 REMOVE INLET EA 1,220.0000 10,980.00 9.000 10,980 035 GRIND EPOXY GRIT SURFACING SQFT 1.2400 83,961.64 0.000 0 036 RESET ROADSIDE SIGN EA 100.0000 1,200.00 0.000 0 037 RELOCATE ROADSIDE SIGN-TWO POST EA 130.0000 390.00 0.000 0 038 ADJUST INLET EA 1,960.0000 41,160.00 4.500 8,820 039 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.3100 157,200.00 81,450.190 106,699 040 REMOVE CONCRETE (CURB AND GUTTER) LF 7.1200 6,692.80 0.000 0 041 REMOVE CONCRETE BARRIER LF 24.9100 4,982.00 189.000 4,707 042 REMOVE UNSOUND CONCRETE CF 120.0000 3,480.00 0.000 0 043 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.2500 19,175.50 0.000 0 044 REMOVE CRASH CUSHION (SAND FILLED) EA 1,000.0000 6,000.00 6.000 6,000 045 BRIDGE REMOVAL (PORTION), LOCATION A LS 75,000.0000 75,000.00 0.900 67,500 046 BRIDGE REMOVAL (PORTION), LOCATION B LS 60,000.0000 60,000.00 1.000 60,000 047 BRIDGE REMOVAL (PORTION), LOCATION C LS 50,000.0000 50,000.00 1.000 50,000 048 BRIDGE REMOVAL (PORTION), LOCATION D LS 40,000.0000 40,000.00 1.000 40,000 049 BRIDGE REMOVAL (PORTION), LOCATION E LS 28,190.0500 28,190.05 0.000 0 PROGRAM CAS145 PAGE 3 DATE 04/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-360214 TIME 02:27 PM ESTIMATE NO. 025 BID OPENING 09/14/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/15 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 04/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 BRIDGE REMOVAL (PORTION), LOCATION F LS 40,000.0000 40,000.00 1.000 40,000 051 CLEARING AND GRUBBING (LS) LS 93,000.0000 93,000.00 0.800 74,400 052 ROADWAY EXCAVATION CY 12.7300 1,050,225.00 55,175.420 702,383 053 LEAD COMPLIANCE PLAN LS 2,885.0000 2,885.00 0.510 1,471 054 SHOULDER BACKING TON 19.0000 61,750.00 0.000 0 055 STRUCTURE EXCAVATION (BRIDGE) CY 60.0000 99,480.00 1,597.000 95,820 (F) 056 STRUCTURE EXCAVATION (PUMPING PLANT) CY 299.0300 19,436.95 65.000 19,436 (F) 057 STRUCTURE BACKFILL (PUMPING PLANT) CY 570.1300 34,207.80 0.000 0 (F) 058 STRUCTURE BACKFILL (BRIDGE) CY 60.0000 63,780.00 326.000 19,560 (F) 059 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 2.1000 61,530.00 14,594.600 30,648 CLASS B3 060 WEED CONTROL MAT (FIBER) SQYD 36.0000 171,360.00 1,996.400 71,870 061 FIBER ROLLS LF 6.6500 17,888.50 0.000 0 062 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 3,000.00 0.000 0 063 EROSION CONTROL (BONDED FIBER MATRIX) ACRE 5,112.0000 51,120.00 0.000 0 (ACRE) 064 EROSION CONTROL (COMPOST BLANKET) CY 64.9300 101,940.10 0.000 0 065 8" WELDED STEEL PIPE CONDUIT LF 190.0000 43,700.00 0.000 0 (.250" THICK) 066 CLASS 2 AGGREGATE BASE CY 29.0000 2,482,400.00 62,817.250 1,821,700 067 AGGREGATE BASE (APPROACH SLAB) CY 150.0000 8,550.00 0.000 0 068 HOT MIX ASPHALT TON 69.0000 9,315,000.00 60,730.340 4,190,393 069 RUMBLE STRIP STA 21.0000 19,110.00 0.000 0 070 DATA CORE LS 9,900.0000 9,900.00 0.000 0 071 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.1700 14,859.00 0.000 0 072 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.2300 7,724.40 0.000 0 073 PLACE HOT MIX ASPHALT SQYD 90.0000 23,400.00 0.000 0 (MISCELLANEOUS AREA) 074 TACK COAT TON 24.0000 6,720.00 47.910 1,149 075 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 578.3700 364,373.10 514.540 297,594 076 CRACK EXISTING CONCRETE PAVEMENT SQYD 1.0100 17,675.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 04/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-360214 TIME 02:27 PM ESTIMATE NO. 025 BID OPENING 09/14/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/15 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 04/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PAVEMENT TRANSITION TAPER SQYD 5.2000 36,452.00 0.000 0 078 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 120.0000 679,080.00 5,659.000 679,080 079 96" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 900.0000 306,000.00 326.000 293,400 080 PRESTRESSING CAST-IN-PLACE CONCRETE LS 200,000.0000 200,000.00 0.999 199,800 081 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 600.0000 228,600.00 381.000 228,600 (F) 082 STRUCTURAL CONCRETE, BRIDGE CY 880.0000 2,478,960.00 41.000 36,080.00 2,817.000 2,478,960 (F) 083 STRUCTURE CONCRETE (PUMPING PLANT) CY 5,700.0000 28,500.00 4.000 22,800 (F) 084 STRUCTURAL CONCRETE, APPROACH SLAB CY 700.0000 225,400.00 75.000 52,500.00 318.000 222,600 (F) (TYPE N) 085 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,100.0000 623,700.00 0.000 0 (TYPE R) 086 STRUCTURAL CONCRETE, BOX CULVERT CY 1,000.0000 87,000.00 87.000 87,000 (F) 087 MINOR CONCRETE (MINOR STRUCTURE) CY 1,600.0000 278,400.00 155.120 248,192 (F) 088 DRILL AND BOND DOWEL LF 26.0000 14,378.00 471.000 12,246 089 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 183.0000 2,928.00 0.000 0 090 CLEAN EXPANSION JOINT LF 20.0000 3,160.00 0.000 0 091 RAPID SETTING CONCRETE PATCH CF 120.0000 3,480.00 0.000 0 092 FURNISH POLYESTER CONCRETE OVERLAY CF 75.0000 98,400.00 0.000 0 093 PLACE POLYESTER CONCRETE OVERLAY SQFT 2.0000 35,000.00 0.000 0 (F) 094 CORE CONCRETE (2 1/2") LF 100.0000 14,500.00 0.000 0 095 JOINT SEAL (MR 1/2") LF 40.0000 7,600.00 0.000 0 096 JOINT SEAL (MR 2") LF 110.0000 132,000.00 0.000 0 097 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 1,155,590.00 1,155,590.000 1,155,590 (F) 098 BAR REINFORCING STEEL (BOX CULVERT) LB 1.2000 20,844.00 17,370.000 20,844 (F) 099 BAR REINFORCING STEEL (PUMPING PLANT) LB 3.0000 3,456.00 922.000 2,766 (F) 100 HEADED BAR REINFORCEMENT EA 10.0000 11,580.00 1,006.000 10,060 (F) 101 ASPHALT MEMBRANE WATERPROOFING SQFT 20.0000 21,500.00 0.000 0 (F) 102 TREAT BRIDGE DECK SQFT 0.5000 29,601.00 0.000 0 (F) 103 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 48.0000 38,064.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 04/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-360214 TIME 02:27 PM ESTIMATE NO. 025 BID OPENING 09/14/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/15 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 04/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PUBLIC SAFETY PLAN LS 5,100.0000 5,100.00 0.000 0 105 COLUMN CASING LB 5.0000 213,865.00 0.000 0 (F) 106 FURNISH STRUCTURAL STEEL (BRIDGE) LB 2.5000 197,125.00 78,850.000 197,125 (F) 107 ERECT STRUCTURAL STEEL (BRIDGE) LB 1.0000 78,850.00 78,850.000 78,850 (F) 108 FURNISH SIGN STRUCTURE (TRUSS) LB 3.3000 1,102,200.00 0.000 0 109 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 66,800.00 0.000 0 110 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 20.0000 74,800.00 0.000 0 111 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.6500 873.60 0.000 0 (0.080"-UNFRAMED) 112 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 8,280.00 0.000 0 (0.080"-FRAMED) 113 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 650.0000 279,500.00 27.830 18,089.50 139.830 90,889 (SIGN FOUNDATION) 114 ROADSIDE SIGN - ONE POST EA 210.0000 840.00 0.000 0 115 ROADSIDE SIGN - TWO POST EA 325.0000 3,900.00 0.000 0 116 CLEAN AND PAINT STRUCTURAL STEEL LS 40,000.0000 40,000.00 1.000 40,000 117 24" ALTERNATIVE PIPE CULVERT LF 75.0000 78,750.00 434.000 32,550 118 CONCRETE BACKFILL (PIPE TRENCH) CY 172.0000 3,784.00 20.000 3,440 119 24" REINFORCED CONCRETE PIPE LF 95.0000 269,800.00 2,376.000 225,720 120 30" REINFORCED CONCRETE PIPE LF 108.0000 186,840.00 1,728.000 186,624 121 72" REINFORCED CONCRETE PIPE LF 520.0000 150,800.00 282.000 146,640 122 JACKED 24" REINFORCED CONCRETE PIPE LF 529.0000 402,040.00 645.000 341,205 (CLASS II) 123 JACKED 30" REINFORCED CONCRETE PIPE LF 680.0000 108,800.00 137.000 93,160 124 24" CORRUGATED STEEL PIPE (.079" THICK) LF 148.0000 7,104.00 0.000 0 125 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 47.0000 71,910.00 0.000 0 (.079" THICK) 126 12" ENTRANCE TAPER EA 900.0000 22,500.00 0.000 0 127 12" ANCHOR ASSEMBLY EA 410.0000 45,100.00 0.000 0 128 24" ALTERNATIVE FLARED END SECTION EA 590.0000 4,720.00 0.000 0 129 30" ALTERNATIVE FLARED END SECTION EA 610.0000 3,660.00 0.000 0 130 ROCK SLOPE PROTECTION CY 190.0000 6,460.00 0.000 0 (NO. 1, METHOD B) PROGRAM CAS145 PAGE 6 DATE 04/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-360214 TIME 02:27 PM ESTIMATE NO. 025 BID OPENING 09/14/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/15 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 04/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 ROCK SLOPE PROTECTION CY 196.0000 7,448.00 0.000 0 (NO. 2, METHOD B) 132 SLOPE PAVING (CONCRETE) CY 396.0000 207,504.00 0.000 0 (F) 133 SLOPE PAVING (EXPOSED AGGREGATE) SQFT 7.7500 263,887.50 34,050.000 263,887 (F) 134 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 19.0000 6,080.00 0.000 0 135 MINOR CONCRETE (STAMPED CONCRETE) SQYD 83.0000 247,340.00 0.000 0 136 MISCELLANEOUS IRON AND STEEL LB 1.2500 24,875.00 10,988.000 13,735 137 MISCELLANEOUS METAL LB 12.0000 22,680.00 0.000 0 (F) (RESTRAINER - CABLE TYPE) 138 MISCELLANEOUS METAL LB 10.0000 12,500.00 0.000 0 (F) 139 CHAIN LINK FENCE (TYPE CL-6) LF 11.2000 14,672.00 0.000 0 140 6' CHAIN LINK GATE (TYPE CL-6) EA 600.0000 1,800.00 0.000 0 141 DELINEATOR (CLASS 1) EA 35.0000 1,680.00 0.000 0 142 METAL BEAM GUARD RAILING (STEEL POST) LF 22.0000 189,640.00 0.000 0 143 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 73.5500 51,852.75 0.000 0 (F) 144 WILDLIFE PASSAGE WAY (TYPE S) EA 70.0000 6,860.00 19.000 1,330.00 49.000 3,430 145 WILDLIFE PASSAGE WAY (TYPE M) EA 1,680.0000 6,720.00 1.000 1,680 146 CONCRETE BARRIER (TYPE 25) LF 90.0000 19,260.00 0.000 0 (F) 147 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 37.5000 221,250.00 5,684.620 213,173 148 TRANSITION RAILING (TYPE WB) EA 2,726.0000 43,616.00 2.000 5,452 149 TRANSITION RAILING (TYPE DTB) EA 2,850.0000 17,100.00 1.000 2,850 150 END CAP (TYPE TC) EA 155.0000 1,240.00 3.000 465 151 END ANCHOR ASSEMBLY (TYPE SFT) EA 550.0000 7,700.00 0.000 0 152 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 62,500.00 0.000 0 153 CONCRETE BARRIER (TYPE 60F) LF 183.0000 58,560.00 212.000 38,796.00 531.150 97,200 154 CONCRETE BARRIER (TYPE 60) LF 35.0000 406,000.00 8,492.000 297,220 155 CONCRETE BARRIER (TYPE 60A) LF 65.0000 13,390.00 0.000 0 (F) 156 CONCRETE BARRIER (TYPE 60C) LF 65.0000 184,600.00 3,937.000 255,905 157 CONCRETE BARRIER (TYPE 60SF) LF 182.0000 3,640.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 04/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-360214 TIME 02:27 PM ESTIMATE NO. 025 BID OPENING 09/14/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/15 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 04/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 CONCRETE BARRIER (TYPE 736) LF 75.0000 130,500.00 705.000 52,875.00 1,740.000 130,500 (F) 159 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 225.0000 21,150.00 94.000 21,150 (F) 160 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4200 24,822.00 0.000 0 161 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 31,800.00 0.000 0 162 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 8,320.00 0.000 0 163 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 6,040.00 0.000 0 (BROKEN 12-3) 164 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 1,620.00 0.000 0 165 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 27,210.00 0.000 0 (BROKEN 36-12) 166 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 672.00 0.000 0 (BROKEN 17-7) 167 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.1000 19,047.00 0.000 0 168 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,500.0000 5,500.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 169 TRAFFIC COUNT STATION LS 60,000.0000 60,000.00 0.000 0 170 MODIFY VEHICLE CLASSIFICATION STATION LS 20,000.0000 20,000.00 0.000 0 171 CLOSED CIRCUIT TELEVISION SYSTEM LS 25,000.0000 25,000.00 0.000 0 (LOCATION 1) 172 CLOSED CIRCUIT TELEVISION SYSTEM LS 20,000.0000 20,000.00 0.000 0 (LOCATION 2) 173 CLOSED CIRCUIT TELEVISION SYSTEM LS 40,000.0000 40,000.00 0.000 0 (LOCATION 3) 174 CHANGEABLE MESSAGE SIGN SYSTEM LS 30,000.0000 30,000.00 0.000 0 175 MICROWAVE VEHICLE DETECTION SYSTEM LS 15,000.0000 15,000.00 0.000 0 (LOCATION 1) 176 MICROWAVE VEHICLE DETECTION SYSTEM LS 8,000.0000 8,000.00 0.000 0 (LOCATION 2) 177 MICROWAVE VEHICLE DETECTION SYSTEM LS 8,000.0000 8,000.00 0.000 0 (LOCATION 3) 178 MICROWAVE VEHICLE DETECTION SYSTEM LS 14,000.0000 14,000.00 0.000 0 (LOCATION 4) 179 MICROWAVE VEHICLE DETECTION SYSTEM LS 14,000.0000 14,000.00 0.000 0 (LOCATION 5) 180 MICROWAVE VEHICLE DETECTION SYSTEM LS 8,000.0000 8,000.00 0.000 0 (LOCATION 6) 181 MODIFY LIGHTING AND SIGN ILLUMINATION LS 600,000.0000 600,000.00 0.120 72,000 PROGRAM CAS145 PAGE 8 DATE 04/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-360214 TIME 02:27 PM ESTIMATE NO. 025 BID OPENING 09/14/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/15 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 04/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 199,670.50 18,889,019.65 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 21,659.60 574,261.18 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 221,330.10 19,463,280.83 182 MOBILIZATION LS 1,586,379.1100 1,586,379.11 1.000 1,586,379 ORIGINAL CONTRACT AMOUNT 32,611,185.00 TOTAL WORK COMPLETED 221,330.10 21,049,659.94 MATERIALS ON HAND ON SITE 120,946.34 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -19,161.43 TOTAL 221,330.10 21,151,444.85 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 12/27/12 300 05/06/13 02/20/13 06/25/15 441 102 223 0 62% 84% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU W H Y ... W H Y ... W H SHELLEY MAGGARD RESIDENT ENGINEER PROGRAM CAS145 DATE 04/23/15