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 11/28/16 EST. NO. 023 TIME 08:43 AM R.E. NAME: MENDOZA, SERGIO 02-3E4104 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 041 0001 103,224.00 E.W. @ U.P (+) 102116 N 41-1 0 103,224.00 TOTAL THIS ESTIMATE 1,622,622.92 TOTAL PREVIOUS ESTIMATE 1,725,846.92 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 11/28/16 EST. NO. 023 TIME 08:43 AM R.E. NAME: MENDOZA, SERGIO 02-3E4104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LTR 4/14/16 -218,423.81 015 HOLD PER LTR 5/23/16 -274,399.60 016 RTN FROM LTR 4/14/16 218,423.81 016 RTN LTR 5/23/16 274,399.60 017 PRICE INDEX FLUCTUAT -300,000.00 021 PRICE INDEX FLUX -129,883.00 023 -129,883.00 -429,883.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 2/15 -2,000.00 001 PER LTR DATED 3/15 -1,000.00 002 PERLTR DATED 4/15 -3,000.00 003 RETURN DEDUCT 2/15 2,000.00 003 RETURN DEDUCT 3/15 1,000.00 003 PER LTR DATED 5/15 -5,000.00 004 PER LTR DATED 6/15 -10,000.00 005 PER LTR DATED 7/15 -7,000.00 006 PER LTR DATED 8/2015 -1,000.00 007 RETURN 4/15 DEDUCT 3,000.00 007 RETURN 7/15 DEDUCT 7,000.00 007 PER LTR DATED 9/15 -10,000.00 008 RETURN 5/15 DEDUCT 5,000.00 008 PER LTR DATED 10/15 -10,000.00 009 PER LTR DATED 11/15 -10,000.00 010 RETURN 6/15 DEDUCT 10,000.00 010 RETURN 8/15 DEDUCT 1,000.00 010 PER LTR DATED 12/15 -1,000.00 011 RTN DEDUCT 10/15 10,000.00 011 RTN DEDUCT 9/15 10,000.00 011 RTN DEDUCT 11/15 10,000.00 011 RTN DEDUCT 12/15 1,000.00 012 PER LTR DATED 2/16 -1,000.00 013 RTN DEDUCT 2/16 1,000.00 014 PER LTR DATED 4/16 -2,000.00 015 PER LTR DATED 5/16 -2,000.00 016 RTN DEDUCT 4/16 2,000.00 016 PER LTR DATED 6/16 -10,000.00 017 PER LTR DATED 7/16 -7,000.00 018 RTN DEDUCT 5/16 2,000.00 018 PER LTR DATED 8/16 -5,000.00 019 PER LTR DATED 9/16 -10,000.00 021 RTN DEDUCT 6/16 10,000.00 021 PER LTR DATED 10/16 -6,000.00 022 RTN DEDUCT 7/16 7,000.00 022 PER LTR DATED 11/16 -6,000.00 023 RTN DEDUCT 9/16 10,000.00 023 RTN DEDUCT 8/16 5,000.00 023 9,000.00 -12,000.00 TOTAL DEDUCTIONS -120,883.00 -441,883.00 PROGRAM CAS145 PAGE 1 DATE 11/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E4104 TIME 08:43 AM ESTIMATE NO. 023 BID OPENING 11/19/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: MENDOZA, SERGIO DATE OF THIS ESTIMATE 11/28/16 LOCATION PROGRESS ESTIMATE 02-SHA-299-0.3/7.1 ----------------- STEVE MANNING CONSTRUCTION, IN SHASTA COUNTY ABOUT 20 MILES INC. WEST OF REDDING FROM 0.3 MILE EAST PO BOX 491660 OF TRINITY COUNTY LINE TO 0.9 MILES REDDING CA 96049 WEST OF CRYSTAL CREEK ROAD. FED. AID NO. NHP-P299(185)E HIGHWAY REALIGNMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 0.800 2,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 21,000.0000 21,000.00 0.750 15,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,200.0000 432,000.00 20.000 24,000.00 335.000 402,000 004 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 0.018 135.00 0.647 4,852 005 TRAFFIC CONTROL SYSTEM LS 1,200,000.0000 1,200,000.00 0.056 67,200.00 0.931 1,117,200 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4700 33,887.00 55,469.000 26,070 007 CHANNELIZER (SURFACE MOUNTED) EA 36.0000 14,040.00 0.000 0 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 60,000.0000 60,000.00 0.056 3,360.00 0.931 55,860 009 TEMPORARY RAILING (TYPE K) LF 19.0000 6,840.00 320.000 6,080.00 320.000 6,080 010 JOB SITE MANAGEMENT LS 30,000.0000 30,000.00 0.056 1,680.00 0.931 27,930 011 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.750 3,750 PLAN 012 RAIN EVENT ACTION PLAN EA 500.0000 75,000.00 14.000 7,000 013 STORM WATER SAMPLING AND ANALYSIS DAY EA 300.0000 23,100.00 44.000 13,200 014 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 0.000 0 015 MOVE-IN/MOVE-OUT EA 500.0000 15,000.00 7.000 3,500 (TEMPORARY EROSION CONTROL) 016 TEMPORARY HYDRAULIC MULCH SQYD 0.7000 329,700.00 143,682.700 100,577 (BONDED FIBER MATRIX) 017 TEMPORARY TACKED STRAW SQYD 0.4200 34,230.00 207,741.800 87,251 018 TEMPORARY COVER SQYD 0.7000 10,500.00 3,551.700 2,486 019 TEMPORARY CHECK DAM LF 6.0000 27,000.00 8,744.500 52,467 020 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 3,000.00 109.000 32,700 021 TEMPORARY FIBER ROLL LF 3.8000 45,600.00 6,681.000 25,387 022 TEMPORARY SEDIMENT TRAP EA 1,200.0000 6,000.00 3.000 3,600 PROGRAM CAS145 PAGE 2 DATE 11/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E4104 TIME 08:43 AM ESTIMATE NO. 023 BID OPENING 11/19/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: MENDOZA, SERGIO DATE OF THIS ESTIMATE 11/28/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONCRETE WASHOUT LS 4,500.0000 4,500.00 0.500 2,250 024 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 800.0000 4,800.00 29.000 23,200 025 WATER QUALITY MONITORING REPORT EA 600.0000 1,800.00 0.000 0 026 TEMPORARY FENCE (TYPE ESA) LF 2.0000 8,280.00 4,086.000 8,172 027 TREATED WOOD WASTE LB 0.1200 3,348.00 18,552.000 2,226 028 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 5,000.0000 5,000.00 1.000 5,000 029 ABANDON CULVERT (LF) LF 25.0000 19,750.00 92.100 2,302 030 ABANDON INLET EA 500.0000 1,500.00 1.000 500 031 REMOVE MARKER EA 12.0000 2,760.00 0.000 0 032 REMOVE VEGETATION CONTROL SQYD 9.0000 2,250.00 637.330 5,735 (MINOR CONCRETE) 033 REMOVE GUARDRAIL LF 5.0000 15,650.00 3,664.800 18,324 034 REMOVE GUARDRAIL (SPECIAL) LF 15.0000 3,150.00 206.300 3,094 035 REMOVE FLARED END SECTION EA 750.0000 1,500.00 1.000 750 036 REMOVE CABLE RAILING LF 10.0000 850.00 85.000 850 037 REMOVE ROADSIDE SIGN EA 100.0000 3,400.00 25.000 2,500 038 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 0.2000 15,800.00 54,648.000 10,929 039 REMOVE ASPHALT CONCRETE DIKE LF 4.0000 1,520.00 781.000 3,124 040 REMOVE CULVERT (LF) LF 15.0000 21,000.00 756.700 11,350 041 REMOVE DOWNDRAIN LF 9.0000 8,370.00 648.500 5,836 042 REMOVE REINFORCED CONCRETE BOX CULVERT LS 6,800.0000 6,800.00 1.000 6,800 (LS)(PORTION) 043 REMOVE INLET EA 100.0000 2,500.00 17.000 1,700 044 REMOVE HEADWALL EA 300.0000 3,300.00 4.000 1,200 045 REMOVE RISER EA 200.0000 2,000.00 3.000 600 046 REMOVE DEBRIS RACK CAGE EA 200.0000 3,000.00 6.000 1,200 047 REMOVE RETAINING WALL (PORTION)(GABION) SQYD 90.0000 2,970.00 33.000 2,970 048 REMOVE RETAINING WALL (PORTION) SQFT 20.0000 5,600.00 298.900 5,978 (SOLDIER PILE) 049 REMOVE RETAINING WALL (SOIL NAIL) SQFT 15.0000 13,800.00 911.000 13,665 PROGRAM CAS145 PAGE 3 DATE 11/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E4104 TIME 08:43 AM ESTIMATE NO. 023 BID OPENING 11/19/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: MENDOZA, SERGIO DATE OF THIS ESTIMATE 11/28/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE RETAINING WALL (PORTION)(MASONRY) SQFT 4.0000 5,000.00 1,406.000 5,624 051 REMOVE SACK CONCRETE SLOPE PROTECTION SQFT 9.0000 3,510.00 384.000 3,456 052 REMOVE DELINEATOR EA 15.0000 2,100.00 225.000 3,375 053 SALVAGE ROADSIDE SIGN EA 250.0000 250.00 1.000 250 054 RESET GUARDRAIL (STEEL POST) LF 12.0000 6,960.00 0.000 0 055 RESET GATE EA 1,000.0000 1,000.00 0.000 0 056 RECONSTRUCT TURNABLE ROADSIDE SIGN EA 1,500.0000 6,000.00 0.000 0 057 RESET TERMINAL SYSTEM EA 1,750.0000 1,750.00 0.000 0 058 RESET INTERMEDIATE ANCHOR ASSEMBLY EA 1,000.0000 1,000.00 0.000 0 (MODIFIED TYPE SFT) 059 RESET END ANCHOR ASSEMBLY (TYPE SFT) EA 1,500.0000 1,500.00 0.000 0 060 RELOCATE ROADSIDE SIGN EA 300.0000 1,200.00 0.000 0 061 ADJUST FRAME AND GRATE TO GRADE EA 1,000.0000 2,000.00 2.000 2,000 062 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 19,000.00 9,534.130 19,068 063 CLEANING, INSPECTING, AND PREPARING LF 123.0000 6,027.00 49.000 6,027 CULVERT (LF) 064 CONCRETE INVERT PAVING CY 600.0000 9,000.00 20.000 12,000 065 SAND BACKFILL CY 104.0000 6,968.00 41.950 4,362 066 CLEARING AND GRUBBING (ACRE) ACRE 8,300.0000 547,800.00 67.564 560,781 067 DEVELOP WATER SUPPLY LS 45,000.0000 45,000.00 0.500 22,500 068 DUST PALLIATIVE LS 12,000.0000 12,000.00 0.000 0 069 ROADWAY EXCAVATION CY 7.9500 10,573,500.00 1,655,642.020 13,162,354 070 SHOULDER BACKING TON 32.0000 39,040.00 693.250 22,184.00 693.250 22,184 071 STRUCTURE EXCAVATION (RETAINING WALL) CY 20.0000 12,100.00 605.000 12,100 (F) 072 STRUCTURE BACKFILL (RETAINING WALL) CY 61.0000 50,935.00 835.000 50,935 (F) 073 CONCRETE BACKFILL CY 180.0000 3,240.00 17.400 3,132 074 DITCH EXCAVATION CY 28.0000 2,604.00 93.000 2,604 075 WOOD MULCH CY 56.7000 454,167.00 8,229.500 466,612 076 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 19.0000 7,410.00 360.000 6,840 (SUPPLY LINE) PROGRAM CAS145 PAGE 4 DATE 11/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E4104 TIME 08:43 AM ESTIMATE NO. 023 BID OPENING 11/19/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: MENDOZA, SERGIO DATE OF THIS ESTIMATE 11/28/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 6" PLASTIC PIPE (SCHEDULE 40) LF 35.0000 6,650.00 195.000 6,825 (SUPPLY LINE) 078 EROSION CONTROL ESTABLISHMENT CONTACT LS 5,000.0000 5,000.00 0.000 0 079 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.1800 158,580.00 217,800.000 39,204.00 1,473,919.300 265,305 (SQFT) 080 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5400 353,700.00 900,109.650 486,059 081 HYDROSEED SQFT 0.1500 115,200.00 1,690,486.842 253,573 082 FINISHING ROADWAY LS 45,000.0000 45,000.00 0.000 0 083 CLASS 2 AGGREGATE BASE (CY) CY 38.8000 857,480.00 23,096.060 896,127 084 HOT MIX ASPHALT (TYPE A) TON 102.5000 4,233,250.00 1,072.190 109,899.48 42,659.690 4,372,618 085 DATA CORE LS 4,000.0000 4,000.00 0.000 0 086 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.3500 1,930.50 123.000 166.05 884.000 1,193 087 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.3500 10,368.00 160.000 216.00 8,817.950 11,904 088 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.3500 29,025.00 145.000 195.75 12,014.410 16,219 089 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.3500 9,868.50 1,460.000 1,971.00 7,804.000 10,535 090 PLACE HOT MIX ASPHALT SQYD 70.0000 16,800.00 161.530 11,307 (MISCELLANEOUS AREA) 091 TACK COAT TON 850.0000 25,500.00 -58.940 -50,099.00 31.730 26,970 092 RAIL ELEMENT WALL SQFT 15.0000 10,200.00 560.000 8,400 093 STRUCTURAL CONCRETE, RETAINING WALL CY 1,100.0000 188,100.00 171.000 188,100 (F) 094 STRUCTURAL CONCRETE, BOX CULVERT CY 1,100.0000 71,500.00 65.000 71,500 (F) 095 MINOR CONCRETE (MINOR STRUCTURE) CY 908.0000 367,286.00 483.100 438,654 (F) 096 PRECAST REINFORCED CONCRETE BOX (4'X 3') LF 740.0000 48,840.00 65.400 48,396 097 BAR REINFORCING STEEL (RETAINING WALL) LB 2.0000 116,600.00 58,300.000 116,600 (F) 098 BAR REINFORCING STEEL (BOX CULVERT) LB 2.0000 38,800.00 19,400.000 38,800 (F) 099 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 28.0000 4,200.00 0.000 0 (0.063"-UNFRAMED) 100 ROADSIDE SIGN - ONE POST EA 230.0000 2,760.00 0.000 0 101 ROADSIDE SIGN - TURNABLE EA 1,000.0000 2,000.00 0.000 0 102 12" PLASTIC PIPE LF 60.0000 9,000.00 102.600 6,156 103 18" PLASTIC PIPE LF 75.0000 295,500.00 4,237.930 317,844 PROGRAM CAS145 PAGE 5 DATE 11/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E4104 TIME 08:43 AM ESTIMATE NO. 023 BID OPENING 11/19/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: MENDOZA, SERGIO DATE OF THIS ESTIMATE 11/28/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 24" PLASTIC PIPE LF 91.0000 182,000.00 1,976.800 179,888 105 18" REINFORCED CONCRETE PIPE LF 130.0000 15,600.00 118.100 15,353 106 30" REINFORCED CONCRETE PIPE LF 148.0000 14,208.00 -79.000 -11,692.00 96.000 14,208 107 24" REINFORCED CONCRETE PIPE (CLASS V) LF 150.0000 8,100.00 46.000 6,900 108 36" REINFORCED CONCRETE PIPE (CLASS V) LF 180.0000 14,040.00 79.000 14,220.00 79.000 14,220 109 18" CORRUGATED STEEL PIPE (.109" THICK) LF 87.0000 196,620.00 2,021.400 175,861 110 24" CORRUGATED STEEL PIPE (.079" THICK) LF 124.0000 1,860.00 14.400 1,785.60 14.400 1,785 111 24" CORRUGATED STEEL PIPE (.138" THICK) LF 112.0000 24,640.00 -14.400 -1,612.80 399.700 44,766 112 32" TO 18" CORRUGATED STEEL PIPE EA 600.0000 600.00 0.000 0 ECCENTRIC REDUCER (.109" THICK) 113 30" CORRUGATED STEEL PIPE (.109" THICK) LF 121.0000 9,680.00 78.700 9,522 114 30" CORRUGATED STEEL PIPE (.138" THICK) LF 130.0000 8,060.00 61.700 8,021 115 36" CORRUGATED STEEL PIPE (.109" THICK) LF 145.0000 10,150.00 74.300 10,773 116 36" CORRUGATED STEEL PIPE (.138" THICK) LF 155.0000 10,385.00 67.000 10,385 117 48" CORRUGATED STEEL PIPE (.168" THICK) LF 225.0000 220,500.00 981.900 220,927 118 18" CORRUGATED STEEL PIPE (.138" THICK) LF 95.0000 11,400.00 0.000 0 119 60" STRUCTURAL STEEL PLATE PIPE LF 570.0000 296,400.00 520.000 296,400 (.280" THICK) 120 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 50.0000 154,500.00 3,998.000 199,900 121 GEOMEMBRANE SQYD 19.8000 378,180.00 18,021.450 356,824 122 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 70.0000 57,400.00 513.700 35,959 (.109" THICK) 123 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 80.0000 17,600.00 226.000 18,080 (.109" THICK) 124 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 85.0000 1,360.00 146.500 12,452 (.138" THICK) 125 30" CORRUGATED STEEL PIPE DOWNDRAIN LF 89.0000 6,052.00 116.300 10,350 (.109" THICK) 126 36" CORRUGATED STEEL PIPE DOWNDRAIN LF 120.0000 5,880.00 45.500 5,460 (.109" THICK) 127 18" ANCHOR ASSEMBLY EA 220.0000 16,280.00 50.000 11,000 128 24" ANCHOR ASSEMBLY EA 250.0000 250.00 5.000 1,250 129 30" ANCHOR ASSEMBLY EA 280.0000 1,400.00 4.000 1,120 130 36" ANCHOR ASSEMBLY EA 350.0000 1,050.00 8.000 2,800 PROGRAM CAS145 PAGE 6 DATE 11/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E4104 TIME 08:43 AM ESTIMATE NO. 023 BID OPENING 11/19/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: MENDOZA, SERGIO DATE OF THIS ESTIMATE 11/28/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 36" CORRUGATED STEEL PIPE INLET LF 198.0000 7,524.00 53.300 10,553 (.109" THICK) 132 18" CORRUGATED STEEL PIPE ENERGY EA 415.0000 4,980.00 11.000 4,565 DISSIPATOR (.109" THICK) 133 60" SLOTTED CORRUGATED STEEL PIPE INLET LF 220.0000 9,460.00 0.000 0 (.168" THICK) 134 72" SLOTTED CORRUGATED STEEL PIPE INLET LF 335.0000 7,035.00 0.000 0 (.168" THICK) 135 36" SLOTTED CORRUGATED STEEL PIPE INLET LF 126.0000 4,410.00 54.000 6,804 (.079" THICK) 136 30" JACKED WELDED STEEL PIPE LF 600.0000 54,600.00 0.000 0 (.239" THICK) 137 30" WELDED STEEL PIPE DOWNDRAIN LF 1,000.0000 3,000.00 0.000 0 (.239" THICK) 138 18" CONCRETE FLARED END SECTION EA 890.0000 5,340.00 6.000 5,340 139 36" DEBRIS RACK CAGE (H=4') EA 1,500.0000 6,000.00 3.000 4,500 140 60" DEBRIS RACK CAGE (H=6') EA 2,260.0000 4,520.00 2.000 4,520 141 72" DEBRIS RACK CAGE (H=6') EA 2,590.0000 2,590.00 1.000 2,590 142 36" PRECAST CONCRETE PIPE INLET LF 250.0000 16,500.00 12.100 3,025 143 SMALL-ROCK SLOPE PROTECTION CY 72.0000 32,400.00 0.000 0 144 ROCK SLOPE PROTECTION CY 72.0000 74,160.00 612.950 44,132 (1/4 T, METHOD B) (CY) 145 ROCK SLOPE PROTECTION CY 72.0000 3,024.00 19.260 1,386 (LIGHT, METHOD B) (CY) 146 ROCK SLOPE PROTECTION CY 72.0000 18,720.00 12.010 864.72 334.030 24,050 (FACING, METHOD B) (CY) 147 ROCK SLOPE PROTECTION (1T, METHOD B) CY 72.0000 25,200.00 3,250.800 234,057 148 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 72.0000 177,840.00 1,530.110 110,167 (CY) 149 CONCRETED-ROCK SLOPE PROTECTION CY 340.0000 8,160.00 46.740 15,891 (FACING, METHOD B) (CY) 150 GABION CY 200.0000 840,000.00 3,660.860 732,172 151 FILTER FABRIC SQYD 10.0000 500.00 294.440 2,944 152 ROCK SLOPE PROTECTION FABRIC (CLASS 10) SQYD 2.5000 117,750.00 36,972.730 92,431 153 MINOR CONCRETE (GUTTER DEPRESSION) CY 700.0000 6,300.00 0.000 0 154 MISCELLANEOUS IRON AND STEEL LB 2.0000 71,082.00 37,554.000 75,108 (F) 155 DELINEATOR (CLASS 2) EA 42.0000 14,280.00 302.000 12,684.00 553.000 23,226 156 MILEPOST MARKER EA 50.0000 750.00 9.000 450.00 9.000 450 157 MARKER (CULVERT) EA 45.0000 9,450.00 216.000 9,720.00 216.000 9,720 PROGRAM CAS145 PAGE 7 DATE 11/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E4104 TIME 08:43 AM ESTIMATE NO. 023 BID OPENING 11/19/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: MENDOZA, SERGIO DATE OF THIS ESTIMATE 11/28/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 OBJECT MARKER (TYPE L) EA 50.0000 900.00 0.000 0 159 OBJECT MARKER (TYPE P) EA 50.0000 150.00 3.000 150.00 3.000 150 160 OBJECT MARKER (TYPE L-1) EA 50.0000 1,050.00 39.000 1,950.00 39.000 1,950 161 METAL BEAM GUARD RAILING (STEEL POST) LF 22.0000 266,200.00 1,487.000 32,714.00 11,864.500 261,019 162 METAL BEAM GUARD RAILING (7' STEEL POST) LF 23.0000 8,970.00 387.500 8,912 163 VEGETATION CONTROL (MINOR CONCRETE) SQYD 39.0000 253,890.00 0.000 0 164 TUBULAR BICYCLE RAILING LF 110.0000 22,000.00 0.000 0 165 CABLE RAILING LF 90.0000 9,900.00 11.000 990.00 11.000 990 166 TRANSITION RAILING (TYPE WB) EA 5,000.0000 5,000.00 1.000 5,000.00 1.000 5,000 167 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 23,400.00 18.000 16,200 168 INTERMEDIATE ANCHOR ASSEMBLY EA 1,000.0000 3,000.00 2.000 2,000 (MODIFY TYPE SFT) 169 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,600.0000 25,200.00 7.000 25,200 170 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,700.0000 35,100.00 2.000 5,400.00 14.000 37,800 171 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 200.0000 40,000.00 200.458 40,091.60 200.458 40,091 172 THERMOPLASTIC PAVEMENT MARKING SQFT 8.0000 1,440.00 302.100 2,416.80 302.100 2,416 173 THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 59,600.00 92,476.000 36,990.40 138,901.000 55,560 (SPRAYABLE) 174 PAVEMENT MARKER EA 7.5000 24,300.00 1,045.000 7,837.50 2,927.000 21,952 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 8 DATE 11/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E4104 TIME 08:43 AM ESTIMATE NO. 023 BID OPENING 11/19/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: MENDOZA, SERGIO DATE OF THIS ESTIMATE 11/28/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 386,152.10 27,640,306.89 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 103,224.00 1,725,846.92 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 489,376.10 29,366,153.81 175 MOBILIZATION LS 1,800,000.0000 1,800,000.00 1.000 1,800,000 ORIGINAL CONTRACT AMOUNT 27,173,164.00 TOTAL WORK COMPLETED 489,376.10 31,166,153.81 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -120,883.00 -441,883.00 TOTAL 368,493.10 30,724,270.81 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 01/12/15 600 01/14/15 01/14/15 12/28/16 316 146 0 0 94% 53% PROGRESS IS SATISFACTORY MENDOZA, SERGIO RESIDENT ENGINEER PROGRAM CAS145 DATE 11/28/16