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 01/24/17 EST. NO. 034 TIME 02:43 PM R.E. NAME: FAYAD, HASSAN 07-215954 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0116 365.29 E.W. @ F.A.(+) 121516 N 0665.0 0117 508.59 112916 N 0667.0 005 0014 269.94 E.W. @ F.A.(+) 120816 N 0655.0 012 0121 547.93 E.W. @ F.A.(+) 121316 N 0662.0 0122 584.26 121316 N 0663.0 0123 547.93 121416 N 0664.0 0124 547.93 121516 N 0666.0 0125 2,817.91 120116 N 0657.0 0126 1,212.77 120216 N 0658.0 0132 302.78 120616 N 0681.0 0133 547.93 121216 N 0682.0 015 0023 652.95 E.W. @ F.A.(+) 082316 N 0580.1 047 0011 840.55 E.W. @ F.A.(+) 061316 N 313301 0012 840.55 061416 N 313302 0013 840.55 061516 N 313303 0014 840.55 061616 N 313304 0015 840.55 061716 N 313305 0016 840.55 062016 N 313306 0017 840.55 062116 N 313307 0018 840.55 062216 N 313308 0019 840.55 062316 N 313309 0020 840.55 062416 N 313301 0021 840.55 062716 N 313302 0022 840.55 062816 N 313303 0023 840.55 062916 N 313304 0024 840.55 063016 N 313305 0025 840.55 070116 N 313306 0026 840.55 070416 N 313307 0027 840.55 070516 N 313308 0028 840.55 070616 N 313309 0029 840.55 070716 N 313302 0030 840.55 070816 N 313303 0031 840.55 071116 N 313304 0032 840.55 071216 N 313305 0033 840.55 071316 N 313306 0034 840.55 071416 N 313307 0035 840.55 071516 N 313308 0036 840.55 071816 N 313309 0037 840.55 071916 N 31330 1 0038 840.55 072016 N 31330 1 0041 1,755.00 072916 N 0623. 1 34,196.61 TOTAL THIS ESTIMATE 0 1,715,844.87 TOTAL PREVIOUS ESTIMATE 0 1,750,041.48 TOTAL TO DATE 1 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 0 DATE 01/24/17 EST. NO. 034 TIME 02:43 PM 0 R.E. NAME: FAYAD, HASSAN 07-215954 0 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 0 NCR CONC DEDUCTION -243.54 027 CEM 4401 2016 S. W. -10,000.00 034 -10,000.00 -10,243.54 0 LABOR COMPLIANCE VIOLATION 0 APR MISSING CPR'S -7,000.00 007 MISSING APRIL CPR'S -1,000.00 008 APR MISSING CPR'S 7,000.00 009 MISSING APRIL CPR'S 1,000.00 009 MISSING MAY CPR'S -4,000.00 009 MISSING MAY CPR'S 4,000.00 010 MISSING JULY CPR'S -3,000.00 011 MISSING JULY CPR'S 3,000.00 012 DELINQ NOV-DEC 15CPR -10,000.00 019 DEL JAN 2016 CPR -2,000.00 020 DELINQ NOV-DEC 15CPR 10,000.00 020 DEL JAN 2016 CPR 2,000.00 021 0.00 0.00 TOTAL DEDUCTIONS -10,000.00 -10,243.54 1PROGRAM CAS145 PAGE DATE 01/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-21595 TIME 02:43 PM ESTIMATE NO. 03 BID OPENING 01/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/1 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 01/24/1 LOCATION RERUN PROGRESS ESTIMATE 07-LA-5-5.8/6.8 ----------------------- SECURITY PAVING COMPANY INC IN SANTA FE SPRIRINGS FROM NORTH OF 13170 TELFAIR AVENUE ORR AND DAY OVERHEAD TO ROUTE 605 SYLMAR CA 91342 INTERCHANGE FED. AID NO. CMLN-6207(68)N ROADWAY WIDENING & STRIPING (SEG 5) ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 001 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,50 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 7,500.0000 7,500.00 0.300 2,25 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,300.0000 2,970,000.00 538.000 1,775,40 004 CONSTRUCTION AREA SIGNS LS 76,000.0000 76,000.00 0.500 38,00 005 TRAFFIC CONTROL SYSTEM LS 465,000.0000 465,000.00 0.020 9,300.00 0.480 223,20 006 TYPE II BARRICADE EA 60.0000 840.00 6.000 36 007 TRAFFIC CONE EA 25.0000 1,775.00 0.000 008 TYPE III BARRICADE EA 100.0000 1,900.00 10.000 1,00 009 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 9,900.00 10.000 300.00 49.000 1,47 010 TEMPORARY RAILING (TYPE K) LF 13.3500 951,855.00 3,906.000 52,145.10 22,630.000 302,11 011 TEMPORARY CRASH CUSHION MODULE EA 190.0000 53,200.00 14.000 2,660.00 89.000 16,91 012 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 7,500.0000 7,500.00 0.000 013 JOB SITE MANAGEMENT LS 130,000.0000 130,000.00 0.020 2,600.00 0.480 62,40 014 PREPARE STORM WATER POLLUTION PREVENTION LS 4,500.0000 4,500.00 1.000 4,50 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 37,500.00 4.000 2,000.00 14.000 7,00 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 300.0000 15,900.00 2.000 60 017 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 2.000 4,00 018 TEMPORARY EROSION CONTROL BLANKET SQYD 2.0000 28,800.00 360.000 72 019 MOVE-IN/MOVE-OUT EA 620.0000 14,880.00 1.000 620.00 6.000 3,72 (TEMPORARY EROSION CONTROL) 020 TEMPORARY MULCH SQYD 0.2400 3,456.00 0.000 021 TEMPORARY SOIL BINDER SQYD 0.1100 8,250.00 22,495.000 2,47 022 TEMPORARY COVER SQYD 2.2500 63,675.00 2,220.000 4,995.00 4,128.650 9,28 1PROGRAM CAS145 PAGE DATE 01/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-21595 TIME 02:43 PM ESTIMATE NO. 03 BID OPENING 01/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/1 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 01/24/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 023 TEMPORARY DRAINAGE INLET PROTECTION EA 185.0000 31,450.00 11.000 2,03 024 TEMPORARY FIBER ROLL LF 2.7500 34,650.00 8,175.000 22,48 025 TEMPORARY GRAVEL BAG BERM LF 2.5000 56,000.00 1,477.000 3,69 026 TEMPORARY SILT FENCE LF 3.0000 15,150.00 445.000 1,33 027 TEMPORARY CONSTRUCTION ENTRANCE EA 2,800.0000 39,200.00 1.000 2,800.00 8.000 22,40 028 STREET SWEEPING LS 164,400.0000 164,400.00 0.020 3,288.00 0.480 78,91 029 TEMPORARY CONCRETE WASHOUT LS 118,000.0000 118,000.00 0.020 2,360.00 0.480 56,64 030 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4400 5,104.00 8,308.000 3,65 STRIPE (HAZARDOUS WASTE) 031 TREATED WOOD WASTE LB 0.4100 37,023.00 32,400.000 13,28 032 DISPOSAL OF PETROLEUM IMPACTED MATERIAL GAL 5.0000 14,150.00 0.000 033 REMOVE ABANDONED OIL PIPE LF 20.0000 43,600.00 10.000 20 034 ABANDON INLET EA 630.0000 630.00 0.000 035 ABANDON SEWER LF 17.8500 10,888.50 1,327.000 23,68 036 OBLITERATE SURFACING SQYD 1.3000 10,517.00 8,087.000 10,51 037 REMOVE FENCE LF 42.5000 3,825.00 85.000 3,61 038 REMOVE CHAIN LINK FENCE LF 7.8000 28,548.00 3,228.000 25,17 039 REMOVE METAL BEAM GUARD RAILING LF 9.8000 26,558.00 1,001.000 9,80 040 REMOVE DOUBLE METAL BEAM BARRIER LF 6.5000 30,420.00 1,190.000 7,73 041 REMOVE FLARED END SECTION EA 105.0000 210.00 0.000 042 REMOVE PAINTED TRAFFIC STRIPE LF 0.3700 66,230.00 1,893.000 700.41 3,753.000 1,38 043 REMOVE PAINTED PAVEMENT MARKING SQFT 2.1000 5,691.00 0.000 044 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 36,480.00 16,570.000 5,30 045 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.1000 66,570.00 81.000 17 046 REMOVE PAVEMENT MARKER EA 0.5300 8,798.00 33.000 17.49 2,825.000 1,49 047 REMOVE ROADSIDE SIGN EA 135.0000 13,230.00 34.000 4,59 048 REMOVE SIGN STRUCTURE (EA) EA 4,500.0000 31,500.00 2.000 9,00 049 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 2,350.00 600.000 3,00 1PROGRAM CAS145 PAGE DATE 01/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-21595 TIME 02:43 PM ESTIMATE NO. 03 BID OPENING 01/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/1 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 01/24/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 050 REMOVE PIPE (LF) LF 17.8500 27,667.50 102.000 1,82 051 REMOVE REINFORCED CONCRETE BOX CULVERT CY 240.0000 43,200.00 0.000 (CY) 052 REMOVE INLET EA 1,155.0000 35,805.00 18.000 20,79 053 REMOVE HEADWALL EA 945.0000 24,570.00 8.000 7,56 054 REMOVE SEWER MANHOLE EA 1,945.0000 13,615.00 7.000 13,61 055 REMOVE CATCH BASIN EA 2,470.0000 17,290.00 3.000 7,41 056 CAP CATCH BASIN EA 1,705.0000 17,050.00 0.000 057 REMOVE RETAINING WALL (LF) LF 28.0000 38,080.00 85.000 2,38 058 REMOVE SEWER PIPE LF 29.4000 4,410.00 55.000 1,61 059 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 3.1500 82,215.00 2,458.000 7,742.70 2,458.000 7,74 060 REMOVE BASE AND SURFACING CY 17.0000 36,550.00 839.700 14,27 061 RELOCATE ROADSIDE SIGN EA 290.0000 10,440.00 0.000 062 ADJUST MANHOLE TO GRADE EA 1,260.0000 5,040.00 0.000 063 ADJUST SEWER MANHOLE EA 1,680.0000 6,720.00 2.000 3,36 064 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.2500 14,752.50 291.000 1,527.75 291.000 1,52 065 REMOVE CONCRETE (CY) CY 65.0000 15,600.00 29.000 1,88 066 REMOVE CONCRETE SIDEWALK AND DRIVEWAY CY 32.0000 26,560.00 484.540 15,50 067 REMOVE INTEROCK PAVER SQFT 1.5000 4,320.00 0.000 068 REMOVE CONCRETE (CURB AND GUTTER) LF 1.8000 59,940.00 380.000 684.00 10,712.000 19,28 069 REMOVE CONCRETE BARRIER LF 25.0000 3,000.00 120.000 3,00 070 REMOVE MASONRY BLOCK WALL LF 15.0000 6,000.00 18.000 27 071 REMOVE SOUND WALL (LF) LF 12.0000 60,960.00 3,932.000 47,18 072 CAP INLET EA 1,155.0000 1,155.00 0.000 073 SAND BACKFILL CY 105.0000 30,450.00 117.900 12,37 074 REMOVE RAILING LF 14.0000 5,600.00 0.000 075 BRIDGE REMOVAL, LOCATION A LS 157,500.0000 157,500.00 0.000 076 BRIDGE REMOVAL, LOCATION B LS 157,500.0000 157,500.00 0.040 6,30 1PROGRAM CAS145 PAGE DATE 01/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-21595 TIME 02:43 PM ESTIMATE NO. 03 BID OPENING 01/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/1 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 01/24/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 077 CLEARING AND GRUBBING (LS) LS 338,000.0000 338,000.00 0.850 287,30 078 ROADWAY EXCAVATION CY 14.0000 2,100,000.00 15,822.960 221,52 079 ROADWAY EXCAVATION (TYPE Y-2) CY 29.9000 831,220.00 20,983.470 627,40 (AERIALLY DEPOSITED LEAD) 080 CHANNEL EXCAVATION CY 18.0000 35,100.00 0.000 081 STRUCTURE EXCAVATION (BRIDGE) CY 24.0000 384,000.00 2,832.000 67,96 (F) 082 STRUCTURE EXCAVATION (PUMPING PLANT) CY 29.4000 73,794.00 0.000 (F) 083 STRUCTURE BACKFILL (PUMPING PLANT) CY 70.6000 132,728.00 0.000 (F) 084 STRUCTURE EXCAVATION CY 32.0000 15,360.00 480.000 15,36 (F) (CULVERT PROTECTION) 085 STRUCTURE EXCAVATION (RETAINING WALL) CY 14.7500 374,414.00 1,136.000 16,756.00 12,783.000 188,54 (F) 086 STRUCTURE EXCAVATION (TYPE Y-2) CY 31.5000 266,836.50 4,042.000 127,32 (AERIALLY DEPOSITED LEAD) 087 STRUCTURE BACKFILL (BRIDGE) CY 39.4000 381,786.00 2,130.000 83,92 (F) 088 STRUCTURE BACKFILL (CULVERT PROTECTION) CY 194.0000 21,340.00 110.000 21,34 (F) 089 STRUCTURE BACKFILL (RETAINING WALL) CY 27.3000 1,238,491.80 283.000 7,725.90 22,419.000 612,03 (F) 090 PERVIOUS BACKFILL MATERIAL CY 95.0000 37,525.00 0.000 (F) 091 PERVIOUS BACKFILL MATERIAL (RETAINING CY 74.0000 231,916.00 1,558.000 115,29 (F) WALL) 092 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 173.0000 15,570.00 0.000 (F) 093 LEAN CONCRETE BACKFILL CY 153.0000 6,120.00 0.000 (F) 094 DITCH EXCAVATION CY 30.0000 1,380.00 0.000 095 IMPORTED BORROW (CY) CY 3.0000 103,800.00 4,120.000 12,36 096 TEMPORARY GEOFOAM BLOCK CY 100.0000 12,000.00 0.000 097 TEMPORARY GASOLINE RESISTANCE SQYD 26.0000 11,700.00 0.000 098 ROADSIDE CLEARING LS 16,800.0000 16,800.00 0.000 099 ROCK BLANKET SQYD 105.0000 337,050.00 0.000 100 MAINTENANCE DRAIN VALVE EA 525.0000 525.00 0.000 101 SOIL AMENDMENT CY 84.0000 35,280.00 0.000 102 MULCH CY 18.9000 29,673.00 0.000 103 COMMERCIAL FERTILIZER (SLOW RELEASE) LB 3.7000 6,919.00 0.000 1PROGRAM CAS145 PAGE DATE 01/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-21595 TIME 02:43 PM ESTIMATE NO. 03 BID OPENING 01/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/1 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 01/24/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 104 PLANT (GROUP H) EA 0.5300 54,060.00 0.000 105 PLANT (GROUP I) EA 4.2000 30,534.00 0.000 106 PLANT (GROUP Z) EA 6,825.0000 675,675.00 0.000 ((PALM TREE)) 107 PLANT (GROUP A) EA 21.0000 25,200.00 0.000 108 PLANT (GROUP U) EA 184.0000 38,640.00 0.000 109 TURF (SOD) SQFT 1.0500 18,795.00 0.000 110 PLANT ESTABLISHMENT WORK LS 95,550.0000 95,550.00 0.000 111 CHECK AND TEST EXISTING IRRIGATION LS 7,875.0000 7,875.00 0.000 FACILITIES 112 CONTROL AND NEUTRAL CONDUCTORS LS 68,250.0000 68,250.00 0.000 113 3/4" ELECTRIC REMOTE CONTROL VALVE EA 315.0000 1,260.00 0.000 114 1" ELECTRIC REMOTE CONTROL VALVE EA 368.0000 23,920.00 0.000 115 1 1/2" ELECTRIC REMOTE CONTROL VALVE EA 420.0000 6,300.00 0.000 116 2" ELECTRIC REMOTE CONTROL VALVE EA 475.0000 1,425.00 0.000 117 4 STATION IRRIGATION CONTROLLER (SOLAR) EA 3,675.0000 7,350.00 0.000 118 6 STATION IRRIGATION CONTROLLER (SOLAR) EA 4,200.0000 4,200.00 0.000 119 16 STATION IRRIGATION CONTROLLER EA 3,675.0000 11,025.00 0.000 120 12 STATION IRRIGATION CONTROLLER EA 4,200.0000 8,400.00 0.000 (WALL MOUNTED) 121 24 STATION IRRIGATION CONTROLLER EA 5,250.0000 15,750.00 0.000 (WALL MOUNTED) 122 SUBSURFACE DRIP IRRIGATION PIPE LF 3.1500 88,200.00 0.000 123 IRRIGATION CONTROLLER ENCLOSURE EA 2,625.0000 18,375.00 0.000 CABINET 124 BACKFLOW PREVENTER ASSEMBLY ENCLOSURE EA 2,625.0000 7,875.00 0.000 125 2" BACKFLOW PREVENTER ASSEMBLY EA 2,625.0000 7,875.00 0.000 126 SPRINKLER (TYPE A-5) EA 52.5000 14,700.00 0.000 127 SPRINKLER (TYPE B-1) EA 31.5000 3,465.00 0.000 128 SPRINKLER (TYPE C-2 MOD) EA 47.2500 63,787.50 0.000 129 2" GATE VALVE EA 420.0000 1,680.00 0.000 130 3" GATE VALVE EA 840.0000 1,680.00 0.000 1PROGRAM CAS145 PAGE DATE 01/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-21595 TIME 02:43 PM ESTIMATE NO. 03 BID OPENING 01/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/1 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 01/24/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 131 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 2.7000 58,023.00 0.000 (F) LINE) 132 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 1.5000 7,533.00 0.000 (F) LINE) 133 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 3.3000 18,552.60 0.000 (F) (SUPPLY LINE) 134 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 5.9000 24,685.60 0.000 (F) (SUPPLY LINE) 135 2" PLASTIC PIPE (SCHEDULE 40) LF 5.0000 22,810.00 0.000 (F) (SUPPLY LINE) 136 3" PLASTIC PIPE (SCHEDULE 40) LF 4.7500 9,666.25 0.000 (F) (SUPPLY LINE) 137 8" PLASTIC PIPE (SCHEDULE 40) LF 16.3000 880.20 0.000 (F) (SUPPLY LINE) 138 AIR/VACUMM RELIEF VALVE EA 68.0000 1,020.00 0.000 139 AUTOMATIC FLUSH VALVE EA 63.0000 945.00 0.000 140 1" BALL VALVE EA 236.0000 944.00 0.000 141 1-1/4" BALL VALVE EA 263.0000 789.00 0.000 142 1-1/2" BALL VALVE EA 315.0000 6,615.00 0.000 143 2" BALL VALVE EA 368.0000 4,048.00 0.000 144 6" BITUMINOUS COATED STEEL PIPE LF 63.0000 8,190.00 0.000 CONDUIT (.064" THICK) 145 6" WELDED STEEL PIPE CONDUIT LF 79.2500 65,777.50 0.000 (.250" THICK) 146 HYDROMULCH SQFT 0.1100 4,840.00 0.000 147 HYDROSEED SQFT 0.6700 29,480.00 0.000 148 CLASS 4 AGGREGATE SUBBASE CY 22.7000 177,060.00 3,576.000 81,17 149 CLASS 2 AGGREGATE BASE (CY) CY 29.6000 449,920.00 4,623.080 136,84 150 CLASS 3 AGGREGATE BASE (CY) CY 20.0000 826,000.00 44.330 886.60 5,929.930 118,59 151 LEAN CONCRETE BASE CY 112.9000 2,314,450.00 2,632.700 297,23 152 HOT MIX ASPHALT TON 78.3000 2,709,180.00 3,140.460 245,898.02 8,186.630 641,01 153 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 4.5000 3,195.00 0.000 (PAVING FABRIC) 154 DATA CORE LS 9,000.0000 9,000.00 0.000 155 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 4.6500 418.50 0.000 156 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.6500 2,604.00 0.000 157 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.6500 13,996.50 0.000 1PROGRAM CAS145 PAGE DATE 01/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-21595 TIME 02:43 PM ESTIMATE NO. 03 BID OPENING 01/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/1 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 01/24/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 158 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.6500 930.00 0.000 159 PLACE HOT MIX ASPHALT SQYD 18.4000 10,488.00 0.000 (MISCELLANEOUS AREA) 160 TACK COAT TON 650.0000 5,200.00 0.000 161 JOINTED PLAIN CONCRETE PAVEMENT CY 148.8500 4,926,935.00 2,025.000 301,421.25 3,965.450 590,25 162 SEAL PAVEMENT JOINT LF 2.8000 372,400.00 0.000 163 SEAL ISOLATION JOINT LF 12.6000 176,400.00 0.000 164 CRACK EXISTING CONCRETE PAVEMENT SQYD 1.8000 23,400.00 5,660.000 10,188.00 6,682.220 12,02 165 GROUND ANCHOR (SUBHORIZONTAL) EA 4,660.0000 172,420.00 0.000 166 RETAINING WALL (MASONRY WALL) SQFT 33.0000 12,804.00 0.000 (F) 167 JACKING SUPERSTRUCTURE LS 305,400.0000 305,400.00 0.000 168 16" PVC PIPE CASING LF 177.5000 59,640.00 336.000 59,64 169 STEEL SOLDIER PILE (W 12 X 40) LF 58.0000 91,060.00 0.000 170 FURNISH STEEL PILING (HP 14 X 89) LF 45.5500 551,155.00 12,071.000 549,83 171 DRIVE STEEL PILE (HP 14 X 89) EA 1,050.0000 325,500.00 0.000 172 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 59.5000 497,717.50 8,079.420 480,72 173 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 51.0000 4,410,735.00 54,824.300 2,796,03 174 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 206.0000 1,847,820.00 0.000 175 FURNISH PILING (CLASS 90) LF 33.6000 1,227,072.00 8,989.510 302,04 (ALTERNATIVE X) 176 DRIVE PILE (CLASS 90) (ALTERNATIVE X) EA 840.0000 997,080.00 669.000 561,96 177 60" CAST-IN-DRILLED-HOLE CONCRETE LF 560.0000 117,600.00 81.000 45,36 PILE (SIGN FOUNDATION) 178 36" DRILLED HOLE LF 32.5000 16,250.00 0.000 179 PRESTRESSING CAST-IN-PLACE CONCRETE LS 421,100.0000 421,100.00 0.000 180 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 247.0000 694,070.00 714.000 176,35 (F) 181 STRUCTURAL CONCRETE, BRIDGE CY 561.0000 5,466,945.00 1,208.000 677,68 (F) 182 STRUCTURAL CONCRETE, RETAINING WALL CY 370.0000 6,086,870.00 101.000 37,370.00 9,356.000 3,461,72 (F) 183 STRUCTURE CONCRETE (PUMPING PLANT) CY 567.0000 320,355.00 0.000 (F) 184 STRUCTURAL CONCRETE, APPROACH SLAB CY 552.0000 262,752.00 215.000 118,68 (F) (TYPE N) 1PROGRAM CAS145 PAGE DATE 01/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-21595 TIME 02:43 PM ESTIMATE NO. 03 BID OPENING 01/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/1 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 01/24/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 185 STRUCTURAL CONCRETE, BOX CULVERT CY 952.0000 266,560.00 0.000 (F) 186 STRUCTURAL CONCRETE, CULVERT PROTECTION CY 410.0000 92,250.00 225.000 92,25 (F) 187 MINOR CONCRETE (MINOR STRUCTURE) CY 1,418.0000 650,862.00 4.600 6,522.80 128.330 181,97 (F) 188 MINOR CONCRETE (BACKFILL) CY 152.0000 912.00 0.000 (F) 189 ARCHITECTURAL TREATMENT (SPLIT SLATE) SQFT 3.1500 103,020.75 6,840.000 21,54 (F) 190 ARCHITECTURAL TREATMENT SQFT 44.1000 290,619.00 0.000 (F) (SUNRAY-SPLIT SLATE) 191 ARCHITECTURAL TREATMENT SQFT 2.6500 197,849.00 52,798.120 139,91 (F) (SPLIT SLATE-FRACTURED RIB) 192 FRACTURED RIB TEXTURE SQFT 14.7000 11,760.00 0.000 (F) 193 CONCRETE (RAPID SETTING) CY 550.0000 18,700.00 0.000 194 FURNISH PRECAST PRESTRESSED CONCRETE EA 21,000.0000 819,000.00 19.000 399,00 GIRDER (70'-80') 195 ERECT PRECAST PRESTRESSED CONCRETE EA 3,425.0000 133,575.00 19.000 65,07 (F) GIRDER 196 MASONRY BLOCK WALL SQFT 26.2500 3,675.00 0.000 (F) 197 PILASTER, SOUND WALL CY 1,435.0000 119,105.00 63.000 90,40 198 JOINT SEAL (MR 1") LF 43.0000 19,780.00 111.000 4,773.00 111.000 4,77 199 JOINT SEAL (MR 2") LF 70.0000 26,810.00 0.000 200 BAR REINFORCING STEEL (BRIDGE) LB 0.9200 3,853,512.00 856,634.000 788,10 (F) 201 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8800 4,018,207.60 36,000.000 31,680.00 2,675,900.000 2,354,79 (F) 202 BAR REINFORCING STEEL (BOX CULVERT) LB 0.8700 40,994.40 0.000 (F) 203 BAR REINFORCING STEEL LB 0.8800 19,800.00 22,500.000 19,80 (F) (CULVERT PROTECTION) 204 BAR REINFORCING STEEL (PUMPING PLANT) LB 1.1200 159,376.00 0.000 (F) 205 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 206 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 4.6000 37,628.00 0.000 (F) WITH WALKWAY) 207 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 1.2000 9,816.00 0.000 (F) WITH WALKWAY) 208 FURNISH SIGN STRUCTURE (TRUSS) LB 3.2000 393,536.00 41,103.000 131,52 (F) 209 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3200 39,353.60 23,934.000 7,658.88 23,934.000 7,65 (F) 210 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 13.0000 20,410.00 382.000 4,966.00 382.000 4,96 211 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 23.0000 8,740.00 0.000 1PROGRAM CAS145 PAGE DATE 01/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-21595 TIME 02:43 PM ESTIMATE NO. 03 BID OPENING 01/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/1 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 01/24/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 212 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 22.0000 4,400.00 0.000 213 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 12,900.00 0.000 (0.063"-UNFRAMED) 214 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 4,730.00 0.000 (0.080"-UNFRAMED) 215 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 2,210.00 0.000 (0.063"-FRAMED) 216 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 795.00 0.000 (0.080"-FRAMED) 217 METAL (BARRIER MOUNTED SIGN) LB 20.0000 17,400.00 0.000 218 METAL (MEDIAN BARRIER MOUNTED SIGN) LB 16.0000 92,800.00 0.000 219 ROADSIDE SIGN-ONE POST (METAL) EA 450.0000 22,050.00 0.000 220 ROADSIDE SIGN - ONE POST EA 400.0000 10,800.00 0.000 221 ROADSIDE SIGN - TWO POST EA 950.0000 9,500.00 0.000 222 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 135.0000 4,455.00 0.000 METHOD) 223 INSTALL SIGN PANEL EA 150.0000 450.00 0.000 (BARRIER/WALL MOUNTED) 224 TIMBER LAGGING MFBM 2,204.0000 44,080.00 0.000 (F) 225 SOUND WALL (MASONRY BLOCK) SQFT 11.8000 895,443.00 58,913.000 695,17 (F) 226 18" PLASTIC PIPE LF 79.0000 3,713.00 0.000 227 12" REINFORCED CONCRETE PIPE LF 66.0000 6,600.00 0.000 228 18" REINFORCED CONCRETE PIPE LF 56.0000 160,160.00 807.000 45,19 229 24" REINFORCED CONCRETE PIPE LF 57.0000 328,890.00 93.000 5,301.00 2,921.000 166,49 230 27" REINFORCED CONCRETE PIPE LF 84.0000 131,040.00 502.000 42,16 231 48" REINFORCED CONCRETE PIPE LF 182.0000 478,660.00 124.000 22,568.00 1,755.500 319,50 232 12" CORRUGATED STEEL PIPE (.079" THICK) LF 157.5000 630.00 0.000 233 48" CORRUGATED STEEL PIPE (.079" THICK) LF 2,595.0000 7,785.00 0.000 234 WELDED STEEL PIPE CASING (BRIDGE) LF 125.0000 6,625.00 0.000 235 18" CONCRETE FLARED END SECTION EA 790.0000 1,580.00 0.000 236 36" PRECAST CONCRETE PIPE MANHOLE LF 158.0000 20,540.00 32.900 5,198.20 59.500 9,40 237 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 125.0000 6,000.00 0.000 (CY) 238 CONCRETE (CHANNEL LINING) CY 600.0000 33,600.00 0.000 1PROGRAM CAS145 PAGE 1 DATE 01/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-21595 TIME 02:43 PM ESTIMATE NO. 03 BID OPENING 01/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/1 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 01/24/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 239 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.0000 750.00 0.000 240 MINOR CONCRETE (GUTTER) (LF) LF 35.0000 5,950.00 0.000 241 DETECTABLE WARNING SURFACE SQFT 35.7000 15,708.00 99.000 3,53 242 MINOR CONCRETE (GUTTER DEPRESSION) CY 352.0000 11,264.00 0.000 243 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 352.0000 612,480.00 30.970 10,901.44 524.390 184,58 AND DRIVEWAY) 244 MINOR CONCRETE (MEDIAN CURB) CY 667.0000 20,010.00 0.000 245 MINOR CONCRETE (TEXTURED PAVING) CY 650.0000 58,500.00 17.000 11,05 246 INTERLOCKING PAVER SQFT 12.0000 37,440.00 0.000 247 MINOR CONCRETE (CURB RAMP) CY 383.0000 19,533.00 21.500 8,23 248 DRAINAGE PUMPING EQUIPMENT LS 488,100.0000 488,100.00 0.000 249 PUMPING PLANT ELECTRICAL EQUIPMENT LS 328,100.0000 328,100.00 0.000 250 MISCELLANEOUS IRON AND STEEL LB 1.5500 66,336.90 235.000 364.25 3,650.000 5,65 (F) 251 MISCELLANEOUS METAL LB 5.0000 1,840.00 0.000 (F) 252 MISCELLANEOUS METAL (BRIDGE) LB 3.0000 29,085.00 1,700.000 5,10 (F) 253 BRIDGE DECK DRAINAGE SYSTEM LB 4.7000 48,034.00 0.000 (F) 254 PUMPING PLANT METAL WORK LB 8.7700 175,838.50 0.000 (F) 255 ABANDON SEWER MANHOLE EA 1,155.0000 4,620.00 0.000 256 MINOR CONCRETE (CONCRETE ENCASEMENT) CY 152.0000 304.00 0.000 257 ADJUST MANHOLE TO GRADE (SEWER) EA 1,785.0000 21,420.00 0.000 258 8" VITRIFIED CLAY SEWER PIPE LF 107.0000 108,070.00 989.000 105,82 259 27" VITRIFIED CLAY SEWER PIPE LF 165.0000 123,750.00 744.000 122,76 260 CAP SEWER MANHOLE EA 735.0000 735.00 1.000 73 261 48" SANITARY SEWER MANHOLE EA 4,935.0000 34,545.00 7.000 34,54 262 60" SANITARY SEWER MANHOLE EA 19,425.0000 38,850.00 2.000 38,85 263 72" SANITARY SEWER MANHOLE EA 21,630.0000 21,630.00 1.000 21,63 264 96" SANITARY SEWER MANHOLE EA 25,830.0000 25,830.00 1.000 25,83 265 JACKED 48" WELDED STEEL PIPE LF 950.0000 247,000.00 250.000 237,50 (0.69" THICK) 1PROGRAM CAS145 PAGE 1 DATE 01/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-21595 TIME 02:43 PM ESTIMATE NO. 03 BID OPENING 01/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/1 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 01/24/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 266 JACKED 24" REINFORCED CONCRETE PIPE LF 759.0000 174,570.00 0.000 (CLASS V) 267 JACKED 48" REINFORCED CONCRETE PIPE LF 832.0000 291,200.00 0.000 (CLASS V) 268 TEMPORARY FENCE (TYPE CL-6) LF 23.1000 16,632.00 680.000 15,70 269 TEMPORARY CHAIN LINK FENCE WITH PRIVACY LF 14.7000 176,400.00 5,976.000 87,84 SCREEN (TYPE CL-6) 270 CHAIN LINK FENCE (TYPE CL-6) LF 27.0000 12,690.00 206.000 5,56 271 12' CHAIN LINK GATE (TYPE CL-6) EA 3,265.0000 3,265.00 0.000 272 12' TEMPORARY CHAIN LINK GATE EA 3,265.0000 22,855.00 5.000 16,32 (TYPE CL-6) 273 MILEPOST MARKER EA 105.0000 1,890.00 0.000 274 METAL BEAM GUARD RAILING (WOOD POST) LF 36.2000 28,236.00 0.000 275 CHAIN LINK RAILING (TYPE 3 MODIFIED) LF 122.0000 118,950.00 0.000 (F) 276 PEDESTRIAN RAILING LF 142.5000 95,760.00 0.000 (F) 277 TUBULAR HANDRAILING LF 57.5500 75,966.00 0.000 (F) 278 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 147.0000 143,325.00 0.000 (F) 279 HANDRAILING LF 177.2000 44,300.00 0.000 280 CABLE RAILING LF 27.3000 19,110.00 0.000 (F) 281 TRANSITION RAILING (TYPE WB) EA 3,775.0000 22,650.00 0.000 282 END CAP (TYPE TC) EA 630.0000 2,520.00 0.000 283 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,365.0000 5,460.00 0.000 284 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,375.0000 37,125.00 0.000 285 CRASH CUSHION (REACT 9CBB) EA 71,500.0000 71,500.00 0.000 286 CONCRETE BARRIER (TYPE 60C) LF 95.0000 15,200.00 0.000 287 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 288 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 53.2500 129,397.50 0.000 289 CONCRETE BARRIER (TYPE 60G) LF 53.1500 178,052.50 0.000 290 CONCRETE BARRIER (TYPE 60GA) LF 69.9000 9,506.40 0.000 291 CONCRETE BARRIER (TYPE 60GC) LF 70.6000 67,070.00 0.000 292 CONCRETE BARRIER (TYPE 60GE) LF 283.0000 155,650.00 0.000 1PROGRAM CAS145 PAGE 1 DATE 01/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-21595 TIME 02:43 PM ESTIMATE NO. 03 BID OPENING 01/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/1 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 01/24/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 293 CONCRETE BARRIER (TYPE 60R MODIFIED) LF 388.0000 11,252.00 0.000 294 CONCRETE BARRIER (TYPE 732A MODIFIED) LF 82.0000 22,960.00 0.000 (F) 295 CONCRETE BARRIER (TYPE 736B MODIFIED) LF 135.0000 51,570.00 0.000 (F) 296 CONCRETE BARRIER (TYPE 736A) LF 73.0000 10,220.00 0.000 (F) 297 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 79.0000 21,172.00 268.000 21,17 (F) 298 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 72.0000 508,536.00 3,691.000 265,75 (F) 299 CONCRETE BARRIER (TYPE 736SV MODIFIED) LF 85.0000 151,725.00 1,656.000 140,76 (F) 300 CALIFORNIA ST-10 BRIDGE RAIL LF 206.0000 140,904.00 0.000 (F) 301 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4200 52,920.00 0.000 302 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7400 136,900.00 0.000 303 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 3,816.00 0.000 (BROKEN 12-3) 304 THERMOPLASTIC PAVEMENT MARKING SQFT 3.1500 32,130.00 0.000 305 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 72.80 0.000 (BROKEN 6-1) 306 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 28,080.00 0.000 (BROKEN 36-12) 307 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 2,782.00 0.000 (BROKEN 17-7) 308 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5800 5,858.00 0.000 (BROKEN 36-12) 309 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2100 45,360.00 10,628.000 2,231.88 54,806.000 11,50 310 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.6500 9,407.50 45.000 11 311 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0500 17,010.00 444.000 466.20 2,476.000 2,59 312 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.6500 44,520.00 166.000 439.90 876.000 2,32 313 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,500.0000 10,500.00 0.000 SYSTEM ELEMENTS DURING CONSTRUCTION 314 SIGNAL AND LIGHTING (LOCATION 1) LS 236,250.0000 236,250.00 0.005 1,18 315 LIGHTING (CITY STREET) LS 446,250.0000 446,250.00 0.073 32,57 316 LIGHTING (TUNNEL) LS 63,000.0000 63,000.00 0.256 16,12 317 INTERCONNECTION CONDUIT AND CABLE (LS) LS 73,500.0000 73,500.00 0.000 318 WORK AT NORWALK HUB BUILDING AND LOS LS 9,450.0000 9,450.00 0.000 ANGELES REGIONAL TRANSPORTATION MANAGEMENT CENTER 1PROGRAM CAS145 PAGE 1 DATE 01/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-21595 TIME 02:43 PM ESTIMATE NO. 03 BID OPENING 01/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/1 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 01/24/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 319 MODIFY COMMUNICATION SYSTEM LS 525,000.0000 525,000.00 0.085 44,62 320 ELECTRIC SERVICE (IRRIGATION) LS 10,500.0000 10,500.00 0.000 321 INDUCTIVE LOOP DETECTOR (LS) LS 84,000.0000 84,000.00 0.000 322 MICROWAVE VEHICLE DETECTION SYSTEM LS 52,500.0000 52,500.00 0.724 38,01 (TEMPORARY) 323 MODIFY TRAFFIC MONITORING STATION LS 157,500.0000 157,500.00 0.047 7,40 324 MODIFY RAMP METERING SYSTEM LS 210,000.0000 210,000.00 0.249 52,29 325 TEMPORARY RAMP METERING SYSTEM LS 21,000.0000 21,000.00 0.264 5,54 326 TEMPORARY TRAFFIC MONITORING STATION LS 31,500.0000 31,500.00 0.000 327 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 288,750.0000 288,750.00 0.056 16,17 328 MODIFY LIGHTING AND SIGN ILLUMINATION LS 556,500.0000 556,500.00 0.290 161,38 329 MODIFY SIGNAL AND LIGHTING LS 341,250.0000 341,250.00 0.022 7,50 (CITY STREET LOCATION 3) 330 TEMPORARY SIGNAL SYSTEM LS 273,000.0000 273,000.00 0.000 (CITY STREET LOCATION 4) 331 MODIFY SIGNAL AND LIGHTING LS 21,000.0000 21,000.00 0.000 (CITY STREET LOCATION 5) 332 TEMPORARY LIGHTING AND SIGN ILLUMINATION LS 315,000.0000 315,000.00 0.207 65,20 333 SYSTEM TESTING AND DOCUMENTATION LS 15,750.0000 15,750.00 0.000 334 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 335 MODIFY SIGNAL AND LIGHTING (LOCATION 6) LS 168,000.0000 168,000.00 0.937 157,41 336 GUARD POST EA 300.0000 1,500.00 0.000 1PROGRAM CAS145 PAGE 1 DATE 01/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-21595 TIME 02:43 PM ESTIMATE NO. 03 BID OPENING 01/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/1 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 01/24/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 817,057.77 24,005,176.0 0 ADJUSTMENT OF COMPENSATION 0.00 43,528.8 0 EXTRA WORK 34,196.61 1,706,512.6 0 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 851,254.38 25,755,217.4 0337 MOBILIZATION LS 4,700,000.0000 4,700,000.00 0.950 4,465,00 0 ORIGINAL CONTRACT AMOUNT 79,220,576.40 0 TOTAL WORK COMPLETED 851,254.38 30,220,217.4 0 MATERIALS ON HAND ON SITE 1,157,246.7 0 MATERIALS ON HAND ELSEWHERE 0.0 0 DEDUCTIONS -10,000.00 -10,243.5 0 TOTAL 841,254.38 31,367,220.7 0 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE 0 N O N E 0DATE 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 0 05/13/14 1150 02/02/15 07/14/14 12/18/18 456 171 69 0 37% 37% PROGRESS IS SATISFACTORY FAYAD, HASSAN RESIDENT ENGINEER 1 PROGRAM CAS145 PAGE 1 DATE 01/24/17