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 07/23/15 EST. NO. 006 TIME 03:09 PM R.E. NAME: POUND, DAVID M 11-0223U4 --------------------------------------------------------------------------- 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 0018 7,252.25 E.W. @ F.A.(+) 030615 N 20.0 0 0022 375.90 032915 N 0024.0 0031 274.66 041315 N 0033.0 0032 274.66 041415 N 0034.0 0034 274.66 041615 N 0036.0 0044 274.66 042115 N 0039.0 0046 6,640.54 042915 N 0051.0 0049 329.53 051015 N 0055.0 0051 306.35 051115 N 0057.0 0053 306.35 051215 N 0059.0 0055 329.53 051315 N 0061.0 0062 743.04 051315 N 0069.0 0065 274.66 052915 N 0072.0 0067 329.54 060215 N 0074.0 17,986.33 TOTAL THIS ESTIMATE 132,159.44 TOTAL PREVIOUS ESTIMATE 150,145.77 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 07/23/15 EST. NO. 006 TIME 03:09 PM R.E. NAME: POUND, DAVID M 11-0223U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEL FEB 2015 CPR -5,000.00 002 DEL MAR 15 CPR -10,000.00 003 PRTL FEB 15 DEL 4,000.00 003 DEL APR 2015 CPR -10,000.00 004 PRTL MAR 2015 DEL 5,000.00 004 DEL MAY 15 CPR -6,000.00 005 PRTL APR 15 DEL 8,000.00 005 PRTL MAR 15 DEL 1,000.00 005 DEL JUNE 15 CPR -10,000.00 006 PRTL APR 15 DEL 1,000.00 006 PRTL MAR 15 DEL 1,000.00 006 PRTL MAY 15 DEL 3,000.00 006 -5,000.00 -18,000.00 TOTAL DEDUCTIONS -5,000.00 -18,000.00 PROGRAM CAS145 PAGE 1 DATE 07/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0223U4 TIME 03:09 PM ESTIMATE NO. 006 BID OPENING 10/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: POUND, DAVID M DATE OF THIS ESTIMATE 07/23/15 LOCATION PROGRESS ESTIMATE 11-SD-5-R29.1/R30.5 ----------------- FLATIRON WEST, INC. IN SAN DIEGO COUNTY IN SAN DIEGO 1770 LA COSTA MEADOWS DRIVE FROM 0.4 MI SOUTH OF GENESEE AVE SAN MARCOS CA 92078 OVERCROSSING TO SORRENTO VIADUCT FED. AID NO. NHPI-051(625)E ,HPLU-6211(119)E REPLACE BRIDGE/RECONSTRUCT RAMPS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 15,000.0000 15,000.00 0.800 12,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.250 2,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 4,000.0000 2,400,000.00 20.000 80,000.00 91.000 364,000 004 CONSTRUCTION AREA SIGNS LS 90,500.0000 90,500.00 0.010 905.00 0.460 41,630 005 TRAFFIC CONTROL SYSTEM LS 805,000.0000 805,000.00 0.034 27,370.00 0.152 122,360 006 TYPE III BARRICADE EA 135.0000 2,025.00 0.000 0 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.4000 18,666.00 1,207.000 4,103 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3300 57,420.00 45,068.000 14,872 009 TRAFFIC PLASTIC DRUM EA 17.0000 13,260.00 35.000 595 010 TEMPORARY PAVEMENT MARKER EA 3.6000 5,508.00 2,322.000 8,359 011 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 6,000.0000 120,000.00 1.366 8,196.00 3.033 18,198 012 TEMPORARY RAILING (TYPE K) LF 6.5000 527,150.00 22,970.000 149,305 013 TEMPORARY CRASH CUSHION MODULE EA 120.0000 25,200.00 49.000 5,880 014 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,150.0000 132,300.00 7.000 22,050 015 TEMPORARY SHUTTLE VAN SERVICE LS 61,000.0000 61,000.00 0.000 0 016 JOB SITE MANAGEMENT LS 300,000.0000 300,000.00 0.069 20,700.00 0.152 45,600 017 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.054 270.00 0.561 2,805 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 29,000.00 1.000 500.00 6.000 3,000 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 8,000.00 2.000 1,000 020 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 1.000 2,000.00 1.000 2,000 021 MOVE-IN/MOVE-OUT EA 775.0000 6,200.00 3.000 2,325.00 4.000 3,100 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 0.5000 358,500.00 25,999.330 12,999.67 147,279.000 73,639 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 07/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0223U4 TIME 03:09 PM ESTIMATE NO. 006 BID OPENING 10/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: POUND, DAVID M DATE OF THIS ESTIMATE 07/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CHECK DAM LF 5.6000 21,560.00 3,563.000 19,952.80 4,521.000 25,317 024 TEMPORARY DRAINAGE INLET PROTECTION EA 320.0000 38,400.00 23.000 7,360.00 42.000 13,440 025 TEMPORARY FIBER ROLL LF 3.3500 361,800.00 16,022.000 53,673.70 70,186.000 235,123 026 TEMPORARY STRAW BALE BARRIER EA 30.0000 130,800.00 134.000 4,020.00 422.000 12,660 027 TEMPORARY CONSTRUCTION ENTRANCE EA 4,400.0000 118,800.00 10.000 44,000.00 18.000 79,200 028 STREET SWEEPING LS 230,400.0000 230,400.00 0.034 7,833.60 0.152 35,020 029 TEMPORARY CONCRETE WASHOUT LS 70,500.0000 70,500.00 0.118 8,319 030 TEMPORARY FENCE (TYPE ESA) LF 2.6000 32,500.00 0.000 0 031 HEALTH AND SAFETY PLAN LS 1,000.0000 1,000.00 1.000 1,000 032 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 1.1500 3,703.00 0.000 0 (HAZARDOUS WASTE) 033 TREATED WOOD WASTE LB 0.4900 34,006.00 0.000 0 034 ABANDON CULVERT (EA) EA 750.0000 9,000.00 1.000 750 035 ABANDON SLOPE INCLINOMETER EA 4,600.0000 32,200.00 2.000 9,200.00 2.000 9,200 036 ABANDON INLET EA 910.0000 1,820.00 0.000 0 037 ABANDON MANHOLE EA 1,200.0000 1,200.00 0.000 0 038 REMOVE CHAIN LINK FENCE LF 7.7000 8,162.00 491.000 3,780 039 REMOVE GUARDRAIL LF 5.1500 23,072.00 0.000 0 040 REMOVE FLARED END SECTION EA 200.0000 200.00 0.000 0 041 REMOVE IRRIGATION FACILITY LS 16,200.0000 16,200.00 0.260 4,212 042 REMOVE PAINTED TRAFFIC STRIPE LF 0.4100 23,944.00 32,501.000 13,325 043 REMOVE PAINTED PAVEMENT MARKING SQFT 1.2500 2,850.00 135.000 168 044 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 30,645.00 20,336.000 9,151 045 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.5500 589.00 479.000 742 046 REMOVE ROADSIDE SIGN EA 77.0000 7,469.00 0.000 0 047 REMOVE SIGN STRUCTURE (EA) EA 4,375.0000 26,250.00 1.000 4,375 048 REMOVE ASPHALT CONCRETE DIKE LF 6.3000 6,111.00 0.000 0 049 REMOVE CULVERT (LF) LF 18.0000 46,440.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 07/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0223U4 TIME 03:09 PM ESTIMATE NO. 006 BID OPENING 10/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: POUND, DAVID M DATE OF THIS ESTIMATE 07/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE INLET EA 725.0000 10,150.00 0.000 0 051 REMOVE HEADWALL EA 635.0000 5,080.00 2.000 1,270 052 REMOVE MANHOLE EA 1,195.0000 4,780.00 0.000 0 053 REMOVE RETAINING WALL (LF) LF 40.5000 5,670.00 0.000 0 054 RELOCATE HYDRODYNAMIC SEPARATOR EA 18,700.0000 18,700.00 0.000 0 055 RELOCATE ROADSIDE SIGN EA 255.0000 2,550.00 0.000 0 056 ADJUST WATER VALVE COVER TO GRADE EA 825.0000 5,775.00 0.000 0 057 ADJUST MANHOLE EA 1,000.0000 7,000.00 0.000 0 058 REMOVE WATER METER EA 240.0000 240.00 1.000 240 059 MODIFY SIGN STRUCTURE EA 25,200.0000 25,200.00 0.000 0 060 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.3000 177,330.00 19,252.100 44,279 061 REMOVE CONCRETE (CY) CY 38.0000 59,660.00 206.270 7,838 062 REMOVE BOLLARD WITH FOOTING EA 215.0000 1,720.00 0.000 0 063 REMOVE CONCRETE (CHANNEL) CY 39.0000 19,500.00 120.000 4,680 064 REMOVE CONCRETE BARRIER LF 12.5000 10,625.00 832.400 10,405 065 TREAT BRIDGE DECK SQFT 1.6000 7,288.00 0.000 0 (F) 066 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 65.0000 3,315.00 0.000 0 067 CAP INLET EA 1,260.0000 2,520.00 1.000 1,260.00 1.000 1,260 068 CLEANING, INSPECTING, AND PREPARING CY 185.0000 9,250.00 0.000 0 CULVERT (CY) 069 SAND BACKFILL CY 72.0000 27,360.00 0.000 0 070 BRIDGE REMOVAL LS 326,000.0000 326,000.00 0.000 0 071 CLEARING AND GRUBBING (ACRE) ACRE 8,140.0000 366,300.00 35.000 284,900 072 DEVELOP WATER SUPPLY LS 140,000.0000 140,000.00 0.000 0 073 DUST PALLIATIVE LS 26,150.0000 26,150.00 0.000 0 074 ROADWAY EXCAVATION CY 11.0000 5,269,000.00 62,453.720 686,990 075 ROADWAY EXCAVATION(69KV SLURRY) CY 10.0000 10,300.00 0.000 0 076 ROADWAY EXCAVATION (UNSUITABLE MATERIAL) CY 9.3000 177,630.00 28,983.000 269,541 PROGRAM CAS145 PAGE 4 DATE 07/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0223U4 TIME 03:09 PM ESTIMATE NO. 006 BID OPENING 10/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: POUND, DAVID M DATE OF THIS ESTIMATE 07/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE EXCAVATION (BRIDGE) CY 60.0000 179,520.00 1,400.000 84,000 (F) 078 STRUCTURE EXCAVATION (RETAINING WALL) CY 19.2500 44,814.00 282.000 5,428 (F) 079 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 53.0000 7,261.00 0.000 0 (F) 080 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 60.5000 246,840.00 0.000 0 (F) 081 STRUCTURE EXCAVATION (GROUND ANCHOR CY 10.6000 38,160.00 0.000 0 (F) WALL) 082 STRUCTURE BACKFILL (BRIDGE) CY 68.0000 142,732.00 171.000 11,628.00 242.000 16,456 (F) 083 STRUCTURE BACKFILL (RETAINING WALL) CY 47.0000 119,756.00 0.000 0 (F) 084 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 138.0000 23,460.00 0.000 0 (F) 085 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 152.0000 45,752.00 0.000 0 (F) 086 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 155.0000 2,015.00 0.000 0 (F) 087 PERVIOUS BACKFILL MATERIAL (RETAINING CY 155.0000 3,565.00 0.000 0 (F) WALL) 088 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 188.0000 10,152.00 0.000 0 (F) 089 LEAN CONCRETE BACKFILL CY 173.0000 5,709.00 0.000 0 (F) 090 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 4.7000 9,588.00 0.000 0 CLASS A2 091 GEOSYNTHETIC REINFORCEMENT SQYD 2.7000 16,119.00 5,970.000 16,119 092 IMPERMEABLE LINER 30 MILS SQYD 13.5000 24,840.00 0.000 0 093 GEOSYNTHETIC REINFORCED EMBANKMENT SQFT 33.8000 2,142,920.00 0.000 0 094 SLOPE INCLINOMETER (50') LF 166.0000 16,600.00 0.000 0 095 SLOPE INCLINOMETER (80') LF 166.0000 53,120.00 0.000 0 096 ROADSIDE CLEARING LS 111,000.0000 111,000.00 0.000 0 097 ROCK BLANKET SQFT 11.1000 298,590.00 0.000 0 098 WEED GERMINATION SQYD 0.2000 34,800.00 0.000 0 099 CULTIVATION SQYD 1.3000 4,290.00 0.000 0 100 IRON SULFATE (LB) LB 2.0000 76.00 0.000 0 101 SOIL AMENDMENT CY 38.0000 4,180.00 0.000 0 102 PACKET FERTILIZER EA 0.3500 6,440.00 0.000 0 103 PLANT (GROUP H) EA 7.6000 2,812.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 07/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0223U4 TIME 03:09 PM ESTIMATE NO. 006 BID OPENING 10/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: POUND, DAVID M DATE OF THIS ESTIMATE 07/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PLANT (GROUP K) EA 505.0000 9,090.00 0.000 0 105 PLANT (GROUP A) EA 8.3500 116,900.00 0.000 0 106 PLANT (GROUP B) EA 30.0000 61,200.00 0.000 0 107 PLANT (GROUP U) EA 118.0000 8,968.00 0.000 0 108 SOD SQYD 19.2500 36,960.00 0.000 0 109 PLANT ESTABLISHMENT WORK LS 101,000.0000 101,000.00 0.000 0 110 GRAVEL MULCH SQFT 2.8000 6,132.00 0.000 0 111 DECOMPOSED GRANITE SQFT 5.0000 92,000.00 0.000 0 112 WOOD MULCH CY 66.0000 51,480.00 0.000 0 113 EDGING LF 7.4000 9,250.00 0.000 0 114 CHECK AND TEST EXISTING IRRIGATION LS 5,050.0000 5,050.00 0.750 3,787 FACILITIES 115 OPERATE EXISTING IRRIGATION FACILITIES LS 43,450.0000 43,450.00 0.000 0 116 CONTROL AND NEUTRAL CONDUCTORS LS 101,000.0000 101,000.00 0.000 0 117 1" REMOTE CONTROL VALVE EA 355.0000 13,490.00 0.000 0 118 1 1/2" REMOTE CONTROL VALVE EA 425.0000 51,000.00 0.000 0 119 2" RECYCLED WATER CONNECTION ASSEMBLY EA 14,150.0000 42,450.00 0.000 0 AND ENCLOSURE 120 40 STATION SATELLITE IRRIGATION EA 20,800.0000 20,800.00 0.000 0 CONTROLLER 26(O) AND ENCLOSURE 121 40 STATION SATELLITE IRRIGATION EA 26,300.0000 26,300.00 0.000 0 CONTROLLERS 26(M) & 26(N) AND ENCLOSURE 122 40 STATION SATELLITE IRRIGATION EA 5,050.0000 5,050.00 0.000 0 123 ANTENNA MAST EA 505.0000 1,010.00 0.000 0 124 FLOW SENSOR EA 910.0000 2,730.00 0.000 0 125 TREE WELL SPRINKLER ASSEMBLY EA 40.5000 23,895.00 0.000 0 126 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 36.0000 29,880.00 0.000 0 127 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 76.0000 19,760.00 0.000 0 128 POP-UP SPRINKLER ASSEMBLY EA 32.0000 6,720.00 0.000 0 129 2" GATE VALVE EA 365.0000 18,250.00 0.000 0 130 3" GATE VALVE EA 920.0000 16,560.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 07/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0223U4 TIME 03:09 PM ESTIMATE NO. 006 BID OPENING 10/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: POUND, DAVID M DATE OF THIS ESTIMATE 07/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.0000 128,085.00 0.000 0 (F) LINE) 132 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 3.6000 69,336.00 0.000 0 (F) (SUPPLY LINE) 133 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 4.5500 25,389.00 0.000 0 (F) (SUPPLY LINE) 134 2" PLASTIC PIPE (SCHEDULE 40) LF 5.6000 37,492.00 0.000 0 (F) (SUPPLY LINE) 135 2 1/2" PLASTIC PIPE (CLASS 315) LF 6.6000 58,542.00 0.000 0 (F) (SUPPLY LINE) 136 3" PLASTIC PIPE (CLASS 315) LF 7.5800 153,722.40 0.000 0 (F) (SUPPLY LINE) 137 2" BALL VALVE (CCCTS) EA 245.0000 735.00 0.000 0 138 8" PLASTIC PIPE (SCHEDULE 40)(CONDUIT) LF 12.0000 660.00 0.000 0 139 10" CORRUGATED HIGH DENSITY LF 76.0000 71,440.00 0.000 0 POLYETHYLENE PIPE CONDUIT 140 IMPORTED TOPSOIL (CY) CY 75.0000 32,250.00 0.000 0 141 COMPOST SOCK LF 5.8000 240,700.00 0.000 0 142 HYDROSEED SQFT 0.0700 121,100.00 0.000 0 143 DRAINAGE INLET PROTECTION EA 540.0000 11,340.00 0.000 0 144 COMPOST SQFT 0.0600 102,600.00 0.000 0 145 CLASS 2 AGGREGATE BASE (CY) CY 25.6000 1,579,520.00 7,842.810 200,775 146 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1,688.0000 16,880.00 0.000 0 147 PREPAVING INERTIAL PROFILER LS 16,100.0000 16,100.00 0.000 0 148 HOT MIX ASPHALT (TYPE A) TON 78.0000 3,229,200.00 5,857.330 456,871 149 MINOR HOT MIX ASPHALT TON 106.0000 40,280.00 0.000 0 150 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 103.0200 568,670.40 0.000 0 151 DATA CORE LS 6,822.2200 6,822.22 0.000 0 152 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.2500 1,560.00 0.000 0 153 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.9000 588.00 0.000 0 154 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.4000 31,920.00 0.000 0 155 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.5500 2,193.00 0.000 0 156 PLACE HOT MIX ASPHALT SQYD 28.0000 43,680.00 0.000 0 (MISCELLANEOUS AREA) 157 TACK COAT TON 805.0000 49,105.00 4.850 3,904 PROGRAM CAS145 PAGE 7 DATE 07/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0223U4 TIME 03:09 PM ESTIMATE NO. 006 BID OPENING 10/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: POUND, DAVID M DATE OF THIS ESTIMATE 07/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 CONTINUOUSLY REINFORCED CONCRETE CY 1,865.0000 7,460.00 0.000 0 PAVEMENT 159 JOINTED PLAIN CONCRETE PAVEMENT CY 222.0000 748,140.00 845.740 187,754 160 ISOLATION JOINT SEAL (SILICONE) LF 12.1000 94,743.00 0.000 0 161 GROUND ANCHOR (SUBHORIZONTAL) EA 3,310.0000 1,747,680.00 0.000 0 162 SOIL NAIL LF 15.5000 1,410,980.50 0.000 0 163 JACKING SUPERSTRUCTURE LS 1.0000 1.00 0.000 0 164 STEEL SOLDIER PILE (HP 12 X 84) LF 60.0000 42,420.00 0.000 0 165 24" DRILLED HOLE LF 24.0000 17,304.00 0.000 0 166 FURNISH STEEL PILING (HP 10 X 57) LF 29.0000 264,306.00 5,121.000 148,509 167 DRIVE STEEL PILE (HP 10 X 57) EA 2,160.0000 406,080.00 94.000 203,040 168 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 380.0000 67,640.00 0.000 0 169 48" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 435.0000 84,390.00 0.000 0 170 96" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,040.0000 466,960.00 253.400 263,536 171 54" CAST-IN-DRILLED-HOLE CONCRETE LF 775.0000 18,600.00 0.000 0 PILE (SIGN FOUNDATION) 172 60" CAST-IN-DRILLED-HOLE CONCRETE LF 820.0000 295,200.00 26.700 21,894 PILE (SIGN FOUNDATION) 173 PRESTRESSING CAST-IN-PLACE CONCRETE LS 346,000.0000 346,000.00 0.000 0 174 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 218.0000 99,190.00 214.000 46,652 (F) 175 STRUCTURAL CONCRETE, BRIDGE CY 570.0000 3,061,470.00 257.500 146,775.00 418.730 238,676 (F) 176 STRUCTURAL CONCRETE, RETAINING WALL CY 725.0000 3,055,875.00 67.500 48,937.50 67.500 48,937 (F) 177 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,600.0000 17,600.00 0.000 0 (F) 178 STRUCTURAL CONCRETE, APPROACH SLAB CY 865.0000 302,750.00 0.000 0 (F) (TYPE N MODIFIED) 179 STRUCTURAL CONCRETE, BOX CULVERT CY 515.0000 332,175.00 645.000 332,175 (F) 180 STRUCTURAL CONCRETE, HEADWALL CY 560.0000 179,200.00 227.950 127,652.00 287.200 160,832 (F) 181 MINOR CONCRETE (MINOR STRUCTURE) CY 1,050.0000 654,150.00 9.250 9,712.50 71.050 74,602 (F) 182 ARCHITECTURAL TREATMENT SQFT 3.3500 238,308.95 204.000 683.40 397.000 1,329 (F) (RANDOM FLUTE TEXTURE) 183 ARCHITECTURAL TREATMENT SQFT 13.4000 70,551.00 0.000 0 (F) (PARAPET TEXTURE) 184 DRILL AND BOND DOWEL LF 22.5000 13,252.50 0.000 0 PROGRAM CAS145 PAGE 8 DATE 07/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0223U4 TIME 03:09 PM ESTIMATE NO. 006 BID OPENING 10/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: POUND, DAVID M DATE OF THIS ESTIMATE 07/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 JOINT SEAL (MR 1/2") LF 70.0000 2,240.00 0.000 0 186 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 352.0000 95,744.00 0.000 0 187 BAR REINFORCING STEEL LB 1.4500 42,279.10 4,085.500 5,923 (F) 188 BAR REINFORCING STEEL (BRIDGE) LB 1.0600 1,568,482.00 264,909.000 280,803 (F) 189 BAR REINFORCING STEEL (RETAINING WALL) LB 1.3000 1,137,903.00 6,570.000 8,541.00 6,570.000 8,541 (F) 190 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0700 146,209.08 136,664.000 146,230 (F) 191 STRUCTURAL SHOTCRETE CY 450.0000 940,500.00 0.000 0 (F) 192 FURNISH SIGN STRUCTURE (TUBULAR) LB 3.3500 533,752.15 0.000 0 (F) 193 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.4500 71,698.05 0.000 0 (F) 194 FURNISH SIGN STRUCTURE (TRUSS) LB 3.3000 84,473.40 0.000 0 (F) 195 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3500 8,959.30 0.000 0 (F) 196 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 24.0000 62,880.00 0.000 0 197 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 11,960.00 0.000 0 (0.063"-UNFRAMED) 198 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 3,640.00 0.000 0 (0.080"-UNFRAMED) 199 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.5000 1,925.00 0.000 0 (0.063"-FRAMED) 200 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.5000 2,590.00 0.000 0 (0.080"-FRAMED) 201 ROADSIDE SIGN - ONE POST EA 300.0000 22,800.00 0.000 0 202 ROADSIDE SIGN - TWO POST EA 695.0000 8,340.00 0.000 0 203 ROADSIDE SIGN-ONE POST WEED CONTROL MAT EA 795.0000 6,360.00 0.000 0 204 ROADSIDE SIGN-TWO POST WEED CONTROL MAT EA 1,540.0000 1,540.00 0.000 0 205 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 88.0000 2,376.00 0.000 0 METHOD) 206 TIMBER LAGGING MFBM 4,040.0000 21,008.00 0.000 0 (F) 207 ROCK STAIN SQFT 0.5500 19,580.00 0.000 0 208 3" GALVANIZED STEEL PIPE LF 15.0000 1,650.00 0.000 0 209 8" ALTERNATIVE PIPE CULVERT LF 43.0000 6,450.00 0.000 0 210 12" ALTERNATIVE PIPE CULVERT LF 56.0000 11,760.00 20.000 1,120 211 18" ALTERNATIVE PIPE CULVERT LF 69.0000 24,840.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 07/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0223U4 TIME 03:09 PM ESTIMATE NO. 006 BID OPENING 10/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: POUND, DAVID M DATE OF THIS ESTIMATE 07/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 24" ALTERNATIVE PIPE CULVERT LF 88.0000 6,688.00 0.000 0 213 18" REINFORCED CONCRETE PIPE LF 63.0000 213,570.00 344.000 21,672 214 24" REINFORCED CONCRETE PIPE LF 84.5000 544,180.00 454.600 38,413 215 30" REINFORCED CONCRETE PIPE LF 142.0000 146,260.00 602.000 85,484 216 36" REINFORCED CONCRETE PIPE LF 150.0000 210,000.00 304.500 45,675 217 42" REINFORCED CONCRETE PIPE LF 170.0000 112,200.00 0.000 0 218 48" REINFORCED CONCRETE PIPE LF 270.0000 20,250.00 8.000 2,160 219 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 14.5000 6,380.00 57.000 826 220 6" NON-PERFORATED PLASTIC PIPE LF 38.0000 44,080.00 160.000 6,080 UNDERDRAIN 221 CLASS 3 PERMEABLE MATERIAL (BLANKET) CY 82.0000 87,740.00 18.020 1,477 222 12" ALTERNATIVE PIPE DOWNDRAIN LF 102.0000 27,540.00 0.000 0 223 18" ALTERNATIVE PIPE DOWNDRAIN LF 110.0000 31,900.00 20.000 2,200.00 80.000 8,800 224 24" ALTERNATIVE PIPE DOWNDRAIN LF 133.0000 35,910.00 0.000 0 225 36" ALTERNATIVE PIPE DOWNDRAIN LF 147.0000 22,050.00 20.000 2,940.00 20.000 2,940 226 48" ALTERNATIVE PIPE DOWNDRAIN LF 200.0000 30,000.00 20.000 4,000.00 20.000 4,000 227 DRAINAGE INLET MARKER EA 157.0000 4,553.00 0.000 0 228 GRATED LINE DRAIN LF 155.0000 12,400.00 40.000 6,200.00 40.000 6,200 229 WELDED STEEL PIPE CASING (BRIDGE) LF 1.0000 30.00 0.000 0 230 24" CONCRETE FLARED END SECTION EA 1,350.0000 1,350.00 0.000 0 231 12" ALTERNATIVE FLARED END SECTION EA 342.0000 1,710.00 0.000 0 232 36" REINFORCED CONCRETE PIPE RISER LF 305.0000 28,670.00 0.000 0 233 ROCK SLOPE PROTECTION CY 81.0000 228,420.00 620.640 50,271.84 2,730.240 221,149 (1/4 T, METHOD B) (CY) 234 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 77.0000 154,000.00 193.660 14,911.82 992.220 76,400 (CY) 235 CONCRETE (DITCH LINING) CY 565.0000 169,500.00 0.000 0 236 SLOPE PAVING (EXPOSED AGGREGATE) CY 715.0000 72,930.00 0.000 0 237 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.0000 17,250.00 622.220 1,866.66 3,228.890 9,686 238 MINOR CONCRETE (GUTTER) (CY) CY 720.0000 56,160.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 07/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0223U4 TIME 03:09 PM ESTIMATE NO. 006 BID OPENING 10/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: POUND, DAVID M DATE OF THIS ESTIMATE 07/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 DETECTABLE WARNING SURFACE SQFT 30.0000 4,500.00 0.000 0 240 MINOR CONCRETE (MISCELLANEOUS CY 415.0000 527,050.00 0.000 0 CONSTRUCTION) 241 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 5.3000 209,880.00 0.000 0 CONCRETE) 242 MINOR CONCRETE (TEXTURED PAVING) CY 1,650.0000 145,200.00 0.000 0 243 MISCELLANEOUS IRON AND STEEL LB 1.8000 83,894.40 24,644.500 44,360.10 24,644.500 44,360 (F) 244 MISCELLANEOUS METAL (BRIDGE) LB 3.1500 56,353.50 1,860.000 5,859.00 1,860.000 5,859 245 BRIDGE DECK DRAINAGE SYSTEM LB 7.0000 49,000.00 0.000 0 (F) 246 WEATHERING STEEL PLATE EA 23.0000 33,189.00 0.000 0 (F) 247 ABANDON 4-INCH RECYCLED WATER LATERAL EA 3,515.0000 3,515.00 0.000 0 248 ABANDON WATER LINE LF 24.0000 16,560.00 0.000 0 249 24" CEMENT MORTAR LINED PIPE LF 410.0000 578,100.00 0.000 0 (TAPE & CEMENT COATED) 250 36" CEMENT MORTAR LINED PIPEN LF 870.0000 252,300.00 0.000 0 (TAPE & CEMENT COATED) 251 24" CEMENT MORTAR LINED PIPE LF 670.0000 723,600.00 0.000 0 (FUSION BONDED EPOXY COATED) 252 42" STEEL CASING LF 855.0000 94,050.00 0.000 0 253 48" STEEL CASINGE LF 1,515.0000 45,450.00 0.000 0 254 24" FLEXIBLE EXPANSION JOINT EA 26,700.0000 160,200.00 0.000 0 255 24" BUTTERFLY VALVE EA 25,320.0000 151,920.00 0.000 0 256 6" PLUG VALVE EA 16,200.0000 97,200.00 0.000 0 257 4" AIR RELEASE/VACUUM VALVE EA 13,400.0000 93,800.00 0.000 0 258 6" BLOW OFF ASSEMBLY EA 14,500.0000 101,500.00 0.000 0 259 4" RECYCLED WATER LATERAL EA 7,050.0000 21,150.00 0.000 0 260 CONCRETE PIPE PROTECTION CY 167.0000 60,120.00 0.000 0 261 CONCRETE VAULT EA 24,600.0000 98,400.00 0.000 0 262 CONCRETE ACCESS MANHOLE EA 18,400.0000 36,800.00 0.000 0 263 CATHODIC PROTECTION TEST STATION EA 8,125.0000 48,750.00 0.000 0 264 FIBER OPTIC SYSTEM LF 46.0000 44,620.00 0.000 0 265 ADJUST PULLBOX TO GRADE EA 505.0000 505.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 07/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0223U4 TIME 03:09 PM ESTIMATE NO. 006 BID OPENING 10/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: POUND, DAVID M DATE OF THIS ESTIMATE 07/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 RELOCATE AIR RELEASE VALVE EA 8,600.0000 8,600.00 0.000 0 267 RELOCATE BLOW OFF EA 15,250.0000 15,250.00 0.000 0 268 RELOCATE CATHODIC PROTECTION EA 2,950.0000 8,850.00 0.000 0 TEST STATION 269 ADJUST MANHOLE TO GRADE EA 790.0000 3,950.00 0.000 0 270 RELOCATE FIRE HYDRANT EA 8,200.0000 16,400.00 0.000 0 271 TEMPORARY FENCE LF 11.0000 68,750.00 4,487.000 49,357 272 CHAIN LINK FENCE (TYPE CL-4) LF 15.5000 81,685.00 0.000 0 273 CHAIN LINK FENCE (TYPE CL-6) LF 21.0000 56,700.00 0.000 0 274 4' CHAIN LINK GATE (TYPE CL-4) EA 1,150.0000 3,450.00 0.000 0 275 10' CHAIN LINK GATE (TYPE CL-6) EA 1,550.0000 1,550.00 0.000 0 276 DELINEATOR (CLASS 1) EA 47.0000 3,854.00 0.000 0 277 GUARD RAILING DELINEATOR EA 15.5000 1,364.00 0.000 0 278 MIDWEST GUARDRAIL SYSTEM LF 23.0000 81,880.00 0.000 0 279 MIDWEST GUARDRAIL SYSTEM (SPECIAL) LF 48.0000 8,640.00 0.000 0 280 VEGETATION CONTROL (MINOR CONCRETE) SQYD 76.0000 140,600.00 0.000 0 281 METAL RAILING (MODIFIED) LF 495.0000 266,310.00 0.000 0 (F) 282 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 84.0000 57,708.00 0.000 0 (F) 283 PIPE HANDRAILING (TYPE 1) LF 108.0000 47,844.00 0.000 0 (F) 284 PIPE HANDRAILING (TYPE 2) LF 135.0000 226,800.00 0.000 0 (F) 285 PIPE HANDRAILING (TYPE 3) LF 180.0000 26,280.00 0.000 0 (F) 286 PIPE HANDRAILING (TYPE 4) LF 124.0000 61,504.00 0.000 0 (F) 287 CONCRETE BARRIER (TYPE 26A MODIFIED) LF 121.4100 54,634.50 0.000 0 288 CONCRETE BARRIER (TYPE 26 MODIFIED 1) LF 243.0000 187,596.00 0.000 0 (F) 289 CONCRETE BARRIER (TYPE 26 MODIFIED 2) LF 400.0000 41,200.00 0.000 0 (F) 290 CONCRETE BARRIER LF 155.0000 160,270.00 0.000 0 291 CABLE RAILING LF 25.0000 95,975.00 0.000 0 (F) 292 TRANSITION RAILING (TYPE WB-31) EA 3,360.0000 16,800.00 0.000 0 PROGRAM CAS145 PAGE 12 DATE 07/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0223U4 TIME 03:09 PM ESTIMATE NO. 006 BID OPENING 10/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: POUND, DAVID M DATE OF THIS ESTIMATE 07/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 293 END ANCHOR ASSEMBLY (TYPE SFT) EA 720.0000 2,880.00 0.000 0 294 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,240.0000 3,240.00 0.000 0 295 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,700.0000 10,800.00 0.000 0 296 ALTERNATIVE CRASH CUSHION (TYPE 1) EA 28,300.0000 84,900.00 0.000 0 297 ALTERNATIVE CRASH CUSHION (TYPE 2) EA 22,300.0000 22,300.00 0.000 0 298 CONCRETE BARRIER (TYPE 60) LF 67.0000 213,730.00 0.000 0 299 CONCRETE BARRIER (TYPE 60C) LF 174.0000 299,280.00 0.000 0 300 CONCRETE BARRIER (TYPE 60D) LF 313.0000 2,817.00 0.000 0 301 CONCRETE BARRIER (TYPE 60C MOD) LF 275.0000 9,900.00 0.000 0 302 CONCRETE BARRIER (TYPE 60GE) LF 265.0000 135,150.00 196.000 51,940.00 196.000 51,940 303 CONCRETE BARRIER (TYPE 60S) LF 160.0000 30,400.00 0.000 0 304 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 97.0000 73,720.00 0.000 0 (F) 305 CONCRETE BARRIER (TYPE 736B MODIFIED) LF 281.0000 3,653.00 0.000 0 306 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 19,710.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 307 PAINT TRAFFIC STRIPE (1-COAT) LF 0.1600 3,824.00 0.000 0 308 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1800 34,920.00 40,468.000 7,284 309 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2900 14,297.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 310 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6100 6,344.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 311 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 15,360.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 312 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 8,163.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 313 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7200 2,520.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 314 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 6,828.00 660.000 792 315 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 13,530.00 761.000 2,283 316 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 6,075.0000 6,075.00 1.000 6,075 SYSTEM ELEMENTS DURING CONSTRUCTION 317 MODIFY SIGNAL AND LIGHTING LS 7,100.0000 7,100.00 0.000 0 (CITY STREET-LOCATION 1) PROGRAM CAS145 PAGE 13 DATE 07/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0223U4 TIME 03:09 PM ESTIMATE NO. 006 BID OPENING 10/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: POUND, DAVID M DATE OF THIS ESTIMATE 07/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 318 MODIFY SIGNAL AND LIGHTING LS 13,200.0000 13,200.00 0.000 0 (CITY STREET-LOCATION 2) 319 SIGNAL AND LIGHTING (LOCATION 1) LS 263,200.0000 263,200.00 0.170 44,744 320 SIGNAL AND LIGHTING (LOCATION 2) LS 243,000.0000 243,000.00 0.190 46,170 321 LIGHTING (CITY STREET) LS 299,000.0000 299,000.00 0.000 0 322 LIGHTING (BIKE FACILITY LS 772,300.0000 772,300.00 0.000 0 323 LIGHTING AND SIGN ILLUMINATION LS 300,600.0000 300,600.00 0.000 0 324 ELECTRIC SERVICE (IRRIGATION) LS 11,200.0000 11,200.00 0.000 0 325 MODIFY TRAFFIC MONITORING STATION LS 9,100.0000 9,100.00 0.000 0 326 REMOVE TRAFFIC MONITORING STATION LS 1,520.0000 1,520.00 0.000 0 327 CLOSED CIRCUIT TELEVISION SYSTEM LS 288,500.0000 288,500.00 0.000 0 328 RAMP METERING SYSTEM (LOCATION 1) LS 85,100.0000 85,100.00 0.000 0 329 RAMP METERING SYSTEM (LOCATION 2) LS 92,100.0000 92,100.00 0.000 0 330 RAMP METERING SYSTEM (LOCATION 3) LS 97,200.0000 97,200.00 0.260 25,272 331 WATER METER CHARGES LS 17,300.0000 17,300.00 0.000 0 332 IRRIGATION WATER SERVICE CHARGES LS 20,000.0000 20,000.00 0.000 0 333 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 334 SHOTCRETE FACING (TYPE 1) SQFT 23.0000 434,700.00 0.000 0 335 SHOTCRETE FACING (TYPE 2) SQFT 9.8000 437,080.00 0.000 0 PROGRAM CAS145 PAGE 14 DATE 07/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0223U4 TIME 03:09 PM ESTIMATE NO. 006 BID OPENING 10/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: POUND, DAVID M DATE OF THIS ESTIMATE 07/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 841,044.59 6,437,192.35 ADJUSTMENT OF COMPENSATION 0.00 -42,817.88 EXTRA WORK 17,986.33 192,963.65 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 859,030.92 6,587,338.12 336 MOBILIZATION LS 5,710,000.5500 5,710,000.55 0.750 4,282,500 ORIGINAL CONTRACT AMOUNT 60,930,519.00 TOTAL WORK COMPLETED 859,030.92 10,869,838.53 MATERIALS ON HAND ON SITE 137,397.41 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -5,000.00 -18,000.00 TOTAL 854,030.92 10,989,235.94 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 01/12/15 850 03/09/15 03/09/15 08/09/18 90 4 0 0 18% 11% PROGRESS IS SATISFACTORY POUND, DAVID M RESIDENT ENGINEER PROGRAM CAS145 DATE 07/23/15