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 05/26/16 EST. NO. 039 TIME 08:32 AM 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 0092 192.50 E.W. @ F.A.(+) 051215 N 0622.0 0122 1,255.58 062315 N 0799.0 0123 5,652.12 090315 N 0800.0 0126 4,392.12 091015 N 0803.0 0149 345.54 020116 N 0837.0 0150 488.59 020216 N 0838.0 0152 303.52 112613 N 0840.0 0153 1,916.85 022916 Y 0843.0 0154 1,916.85 030116 Y 0844.0 014 0036 4,733.82 E.W. @ F.A.(+) 020316 N 2123 0 021 0008 17,647.19 A.C. @ F.A.(+) 100115 N 10 0 028 0016 7,050.62 E.W. @ F.A.(+) 051815 N 0607.0 0017 11,801.12 051915 N 0608.0 0018 7,260.97 052015 N 0609.0 0025 4,638.10 032015 N 0507.0 0027 5,250.62 032415 N 0509.0 0033 6,155.67 040115 N 0515.0 0034 5,154.48 040215 N 0516.0 0036 16,970.61 040615 N 0548.0 0039 5,586.03 040915 N 0551.0 0040 5,399.94 041415 N 0554.0 0041 7,729.28 041515 N 0555.0 0042 5,205.34 041615 N 0556.0 0043 5,164.23 041715 N 0557.0 0045 11,355.77 042115 N 0559.0 0051 10,072.82 042915 N 0567.0 0055 25,536.56 050515 N 0585.0 0057 5,297.04 050715 N 0587.0 0058 5,098.81 050815 N 0588.0 0059 4,504.15 051115 N 0591.0 0060 5,154.48 041015 N 0552.0 0062 4,504.15 051215 N 0592.0 0063 16,356.52 051315 N 0595.0 0064 4,504.15 051415 N 0596.0 0065 4,504.15 051515 N 0597.0 030 0003 383.37 E.W. @ F.A.(+) 060115 Y 0807.0 0004 170.74 061615 Y 0808.0 229,654.40 TOTAL THIS ESTIMATE 1,499,717.89 TOTAL PREVIOUS ESTIMATE 1,729,372.29 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 05/26/16 EST. NO. 039 TIME 08:32 AM 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 AC OIL INDEX -250,000.00 030 AC OIL INDEX 2 -200,000.00 035 LD 57DAYS $10500/DAY -598,500.00 039 -598,500.00 -1,067,661.43 LABOR COMPLIANCE VIOLATION MISS PYRL -3,000.00 014 RECD MISS PYRL #3 3,000.00 015 MISSING PAYROLLS -6,000.00 033 MISSING PAYROLLS -4,000.00 035 REC'D PAYROLL EST#33 6,000.00 036 REC'D PAYROLL EST#35 4,000.00 036 MISSING PAYROLLS -3,000.00 037 0.00 -3,000.00 TOTAL DEDUCTIONS -598,500.00 -1,070,661.43 PROGRAM CAS145 PAGE 1 DATE 05/26/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-360214 TIME 08:32 AM ESTIMATE NO. 039 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 05/20/16 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 05/26/16 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 1.000 67,000 004 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 1.000 3,500 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 1.000 19,000 010 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 2.000 4,000 012 TIME-RELATED OVERHEAD (WDAY) WDAY 2,425.0000 727,500.00 548.000 1,328,900 013 CONSTRUCTION AREA SIGNS LS 10,500.0000 10,500.00 0.785 8,242 014 TRAFFIC CONTROL SYSTEM LS 1,150,000.0000 1,150,000.00 1.000 1,150,000 015 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 12.0000 1,560.00 0.000 0 016 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1000 30,400.00 248,030.000 24,803.00 265,138.000 26,513 017 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 14,000.00 352.000 12,320 018 PORTABLE CHANGEABLE MESSAGE SIGN LS 14,000.0000 14,000.00 1.000 14,000 019 TEMPORARY RAILING (TYPE K) LF 6.9100 357,247.00 52,228.000 360,895 020 TEMPORARY CRASH CUSHION MODULE EA 160.0000 20,800.00 201.000 32,160 021 TEMPORARY TRAFFIC SCREEN LF 0.8700 44,979.00 2,761.000 2,402 022 ABANDON PIPELINE EA 4,750.0000 42,750.00 8.000 38,000 PROGRAM CAS145 PAGE 2 DATE 05/26/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-360214 TIME 08:32 AM ESTIMATE NO. 039 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 05/20/16 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 05/26/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,658.780 3,878 024 REMOVE ENTRANCE TAPER EA 600.0000 15,000.00 0.000 0 025 REMOVE METAL BEAM GUARD RAILING LF 5.0000 46,000.00 9,837.500 49,187 026 REMOVE THRIE BEAM BARRIER LF 4.5000 98,100.00 21,147.000 95,161 027 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 25.000 2,125 031 REMOVE SIGN STRUCTURE (EA) EA 1,800.0000 9,000.00 5.000 9,000 032 REMOVE ASPHALT CONCRETE DIKE LF 1.9100 36,290.00 0.000 0 033 REMOVE DOWNDRAIN (LS) LS 40,000.0000 40,000.00 1.000 40,000.00 1.000 40,000 034 REMOVE INLET EA 1,220.0000 10,980.00 10.000 12,200 035 GRIND EPOXY GRIT SURFACING SQFT 1.2400 83,961.64 57,237.000 70,973 036 RESET ROADSIDE SIGN EA 100.0000 1,200.00 6.000 600 037 RELOCATE ROADSIDE SIGN-TWO POST EA 130.0000 390.00 3.000 390 038 ADJUST INLET EA 1,960.0000 41,160.00 19.000 37,240 039 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.3100 157,200.00 98,192.300 128,631 040 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 10.140 1,216.80 75.240 9,028 043 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.2500 19,175.50 9,400.000 2,350.00 73,883.000 18,470 044 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 1.000 75,000 046 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 1.000 28,190 PROGRAM CAS145 PAGE 3 DATE 05/26/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-360214 TIME 08:32 AM ESTIMATE NO. 039 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 05/20/16 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 05/26/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 93,000 052 ROADWAY EXCAVATION CY 12.7300 1,050,225.00 81,058.830 1,031,878 053 LEAD COMPLIANCE PLAN LS 2,885.0000 2,885.00 0.510 1,471 054 SHOULDER BACKING TON 19.0000 61,750.00 2,617.860 49,739 055 STRUCTURE EXCAVATION (BRIDGE) CY 60.0000 99,480.00 1,658.000 99,480 (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 60.000 34,207 (F) 058 STRUCTURE BACKFILL (BRIDGE) CY 60.0000 63,780.00 1,063.000 63,780 (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 3,010.000 108,360.00 5,006.400 180,230 061 FIBER ROLLS LF 6.6500 17,888.50 11,219.000 74,606 062 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 3,000.00 3.000 2,250 063 EROSION CONTROL (BONDED FIBER MATRIX) ACRE 5,112.0000 51,120.00 16.000 81,792 (ACRE) 064 EROSION CONTROL (COMPOST BLANKET) CY 64.9300 101,940.10 367.130 23,837 065 8" WELDED STEEL PIPE CONDUIT LF 190.0000 43,700.00 239.000 45,410 (.250" THICK) 066 CLASS 2 AGGREGATE BASE CY 29.0000 2,482,400.00 80,207.460 2,326,016 067 AGGREGATE BASE (APPROACH SLAB) CY 150.0000 8,550.00 63.500 9,525 068 HOT MIX ASPHALT TON 69.0000 9,315,000.00 142,655.060 9,843,199 069 RUMBLE STRIP STA 21.0000 19,110.00 169.490 3,559.29 682.830 14,339 070 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 6,016.250 7,039.01 11,536.250 13,497 072 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.2300 7,724.40 6,778.850 8,337.99 6,778.850 8,337 073 PLACE HOT MIX ASPHALT SQYD 90.0000 23,400.00 306.620 27,595 (MISCELLANEOUS AREA) 074 TACK COAT TON 24.0000 6,720.00 222.880 5,349 075 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 14,941.300 15,090 PROGRAM CAS145 PAGE 4 DATE 05/26/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-360214 TIME 08:32 AM ESTIMATE NO. 039 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 05/20/16 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 05/26/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,905.320 20,307 078 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 1.000 200,000 081 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 2,817.000 2,478,960 (F) 083 STRUCTURE CONCRETE (PUMPING PLANT) CY 5,700.0000 28,500.00 5.000 28,500 (F) 084 STRUCTURAL CONCRETE, APPROACH SLAB CY 700.0000 225,400.00 322.000 225,400 (F) (TYPE N) 085 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,100.0000 623,700.00 573.400 630,740 (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 2.220 3,552.00 169.686 271,497 (F) 088 DRILL AND BOND DOWEL LF 26.0000 14,378.00 553.000 14,378 089 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 183.0000 2,928.00 16.000 2,928 090 CLEAN EXPANSION JOINT LF 20.0000 3,160.00 158.000 3,160.00 158.000 3,160 091 RAPID SETTING CONCRETE PATCH CF 120.0000 3,480.00 10.140 1,216.80 75.240 9,028 092 FURNISH POLYESTER CONCRETE OVERLAY CF 75.0000 98,400.00 1,168.390 87,629 093 PLACE POLYESTER CONCRETE OVERLAY SQFT 2.0000 35,000.00 17,500.000 35,000 (F) 094 CORE CONCRETE (2 1/2") LF 100.0000 14,500.00 145.000 14,500 095 JOINT SEAL (MR 1/2") LF 40.0000 7,600.00 190.000 7,600.00 190.000 7,600 096 JOINT SEAL (MR 2") LF 110.0000 132,000.00 1,200.000 132,000.00 1,200.000 132,000 097 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 1,152.000 3,456 (F) 100 HEADED BAR REINFORCEMENT EA 10.0000 11,580.00 152.000 1,520.00 1,158.000 11,580 (F) 101 ASPHALT MEMBRANE WATERPROOFING SQFT 20.0000 21,500.00 1,075.000 21,500 (F) 102 TREAT BRIDGE DECK SQFT 0.5000 29,601.00 9,400.000 4,700.00 59,202.000 29,601 (F) 103 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 48.0000 38,064.00 126.000 6,048.00 880.760 42,276 PROGRAM CAS145 PAGE 5 DATE 05/26/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-360214 TIME 08:32 AM ESTIMATE NO. 039 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 05/20/16 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 05/26/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 5,100 105 COLUMN CASING LB 5.0000 213,865.00 42,773.000 213,865 (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 1,102,200.00 374,641.000 1,236,315 109 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 66,800.00 374,641.000 74,928 110 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 20.0000 74,800.00 3,740.000 74,800 111 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.6500 873.60 64.000 873 (0.080"-UNFRAMED) 112 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 8,280.00 456.500 8,217 (0.080"-FRAMED) 113 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 650.0000 279,500.00 430.000 279,500 (SIGN FOUNDATION) 114 ROADSIDE SIGN - ONE POST EA 210.0000 840.00 12.000 2,520 115 ROADSIDE SIGN - TWO POST EA 325.0000 3,900.00 14.000 4,550 116 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 2,854.000 271,130 120 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 74.000 10,952 125 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 47.0000 71,910.00 24.000 1,128.00 761.700 35,799 (.079" THICK) 126 12" ENTRANCE TAPER EA 900.0000 22,500.00 1.000 900.00 20.000 18,000 127 12" ANCHOR ASSEMBLY EA 410.0000 45,100.00 1.000 410.00 33.000 13,530 128 24" ALTERNATIVE FLARED END SECTION EA 590.0000 4,720.00 3.000 1,770 129 30" ALTERNATIVE FLARED END SECTION EA 610.0000 3,660.00 3.000 1,830 130 ROCK SLOPE PROTECTION CY 190.0000 6,460.00 3.000 570.00 27.540 5,232 (NO. 1, METHOD B) PROGRAM CAS145 PAGE 6 DATE 05/26/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-360214 TIME 08:32 AM ESTIMATE NO. 039 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 05/20/16 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 05/26/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 35.470 6,952 (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 16.000 304.00 280.470 5,328 135 MINOR CONCRETE (STAMPED CONCRETE) SQYD 83.0000 247,340.00 2,815.440 233,681 136 MISCELLANEOUS IRON AND STEEL LB 1.2500 24,875.00 13,270.000 16,587 137 MISCELLANEOUS METAL LB 12.0000 22,680.00 1,890.000 22,680 (F) (RESTRAINER - CABLE TYPE) 138 MISCELLANEOUS METAL LB 10.0000 12,500.00 1,250.000 12,500 (F) 139 CHAIN LINK FENCE (TYPE CL-6) LF 11.2000 14,672.00 139.000 1,556.80 1,239.000 13,876 140 6' CHAIN LINK GATE (TYPE CL-6) EA 600.0000 1,800.00 1.000 600.00 3.000 1,800 141 DELINEATOR (CLASS 1) EA 35.0000 1,680.00 169.000 5,915 142 METAL BEAM GUARD RAILING (STEEL POST) LF 22.0000 189,640.00 1,275.000 28,050.00 7,525.000 165,550 143 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 73.5500 51,852.75 705.000 51,852 (F) 144 WILDLIFE PASSAGE WAY (TYPE S) EA 70.0000 6,860.00 54.000 3,780 145 WILDLIFE PASSAGE WAY (TYPE M) EA 1,680.0000 6,720.00 4.000 6,720 146 CONCRETE BARRIER (TYPE 25) LF 90.0000 19,260.00 214.000 19,260 (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 7.000 19,082.00 16.000 43,616 149 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 12.000 6,600 152 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 62,500.00 14.000 35,000 153 CONCRETE BARRIER (TYPE 60F) LF 183.0000 58,560.00 581.150 106,350 154 CONCRETE BARRIER (TYPE 60) LF 35.0000 406,000.00 9,374.100 328,093 155 CONCRETE BARRIER (TYPE 60A) LF 65.0000 13,390.00 199.000 12,935 (F) 156 CONCRETE BARRIER (TYPE 60C) LF 65.0000 184,600.00 4,063.000 264,095 157 CONCRETE BARRIER (TYPE 60SF) LF 182.0000 3,640.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 05/26/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-360214 TIME 08:32 AM ESTIMATE NO. 039 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 05/20/16 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 05/26/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 52,693.000 22,131 161 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 31,800.00 49,755.000 29,853 162 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 8,320.00 9,373.000 7,498 163 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 6,040.00 7,650.000 6,120 (BROKEN 12-3) 164 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 1,620.00 106.000 636.00 232.000 1,392 165 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 27,210.00 87,434.000 26,230 (BROKEN 36-12) 166 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 672.00 701.000 210 (BROKEN 17-7) 167 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.1000 19,047.00 3,911.000 8,213 168 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 0.243 14,580 170 MODIFY VEHICLE CLASSIFICATION STATION LS 20,000.0000 20,000.00 1.000 20,000 171 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 0.469 14,070 175 MICROWAVE VEHICLE DETECTION SYSTEM LS 15,000.0000 15,000.00 0.167 2,505 (LOCATION 1) 176 MICROWAVE VEHICLE DETECTION SYSTEM LS 8,000.0000 8,000.00 0.188 1,504 (LOCATION 2) 177 MICROWAVE VEHICLE DETECTION SYSTEM LS 8,000.0000 8,000.00 0.188 1,504 (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 1.000 600,000 PROGRAM CAS145 PAGE 8 DATE 05/26/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-360214 TIME 08:32 AM ESTIMATE NO. 039 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 05/20/16 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 05/26/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 408,699.69 31,140,054.41 ADJUSTMENT OF COMPENSATION 17,647.19 243,525.26 EXTRA WORK 212,007.21 1,485,847.03 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 638,354.09 32,869,426.70 182 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 638,354.09 34,455,805.81 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -598,500.00 -1,070,661.43 TOTAL 39,854.09 33,385,144.38 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 05/31/16 597 216 254 0 94% 100% PROGRESS IS SATISFACTORY SHELLEY MAGGARD RESIDENT ENGINEER PROGRAM CAS145 DATE 05/26/16