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 07/01/15 EST. NO. 029 TIME 03:28 PM R.E. NAME: MEHARENA, EPHREM 04-3A9224 --------------------------------------------------------------------------- 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 0072 279.32 E.W. @ F.A.(+) 120413 N 0810.0 0073 553.69 010614 N 0811.0 0074 553.69 010714 N 0812.0 0075 685.73 010814 N 0813.0 0076 545.31 022014 N 0814.0 0077 139.66 060514 N 0817.0 0080 279.32 041514 N 0815.0 0081 301.98 041614 N 0816.0 004 0011 323.50 E.W. @ F.A.(+) 052715 N 0877.0 034 0001 7,950.62 E.W. @ F.A.(+) 112314 N 0555.0 0002 2,293.23 121914 N 0633.0 0003 1,996.67 122214 N 0634.0 0004 7,754.22 122314 N 0635.0 0005 1,831.50 112314 N 0686.0 0006 726.96 123114 N 0688.0 0007 1,382.95 122214 N 0690.0 038 0007 712.74 E.W. @ F.A.(+) 071814 N 0409.0 0008 1,000.05 081314 N 0410.0 0009 170.05 012914 N 0411.0 0010 342.87 032714 N 0412.0 0011 1,158.15 033114 N 0413.0 0012 1,145.74 040314 N 0414.0 0013 226.69 081914 N 0445.0 0014 1,087.41 090814 N 0505.0 0015 1,576.59 090914 N 0547.0 0016 1,364.47 091014 N 0548.0 0017 216.75 092314 N 0649.0 0018 1,369.19 020915 N 0769.0 0019 436.99 021015 N 0770.0 039 0001 250.16 E.W. @ F.A.(+) 020515 N 0771.0 0002 4,052.26 022715 N 0772.0 0003 4,083.51 021215 N 0775.0 042 0001 341.80 E.W. @ F.A.(+) 100413 N 0421.0 0002 297.34 102314 N 0550.0 0003 396.45 101614 N 0659.0 0004 1,585.77 101714 N 0660.0 0005 991.09 102014 N 0661.0 0006 495.55 102114 N 0662.0 0007 1,076.15 103014 N 0663.0 0008 942.71 103114 N 0664.0 52,918.83 TOTAL THIS ESTIMATE 1,806,145.35 TOTAL PREVIOUS ESTIMATE 1,859,064.18 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 07/01/15 EST. NO. 029 TIME 03:28 PM R.E. NAME: MEHARENA, EPHREM 04-3A9224 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ITEM128OUTOFSTATEINS -2,000.00 010 ITEM196OUTOFSTATEINS -2,000.00 010 #128 OUT OF ST.D&S -5,000.00 022 #128 OUT OF ST.PAGE -5,000.00 022 #128 OUT OF ST.TRUFT -5,000.00 022 #128 OUTOF ST.MSS -19,225.40 022 #131 OUT OF ST.MSS -5,000.00 022 #132 OUT OF ST.UIS -5,000.00 022 #163 OUT OF ST.MSS -5,000.00 022 #196 OUT OF ST.VALMT -3,000.00 022 #206 OUT OF ST.UIS -5,000.00 022 #102 OUT OF ST ATLAS -5,000.00 023 #104 OUT OF ST ATLAS -5,000.00 023 #128 OUT OF ST NUCOR -5,000.00 024 0.00 -76,225.40 TOTAL DEDUCTIONS 0.00 -76,225.40 PROGRAM CAS145 PAGE 1 DATE 07/01/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9224 TIME 03:28 PM ESTIMATE NO. 029 BID OPENING 10/12/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/15 R.E. NAME: MEHARENA, EPHREM DATE OF THIS ESTIMATE 07/01/15 LOCATION PROGRESS ESTIMATE 04-ALA-880-24.0/25.5 ----------------- RGW CONSTRUCTION, INC. IN ALAMEDA COUNTY FROM 0.2 MILE 550 GREENVILLE ROAD NORTH OF ROUTE 112/880 SEPARATION LIVERMORE, CA 94550 TO HEGENBERGER ROAD OVERCROSSING FED. AID NO. N O N E ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,000.0000 4,000.00 0.750 3,000 002 SURVEY OF EXISTING NON-HIGHWAY LS 150,000.0000 150,000.00 1.000 150,000 FACILITIES 003 TEMPORARY FENCE (TYPE CL-6) LF 8.0000 3,520.00 975.000 7,800 004 TEMPORARY FENCE (TYPE CL-6) LF 15.0000 28,500.00 1,461.000 21,915 (VISIBILTY SCREEN) 005 TEMPORARY FENCE (TYPE ESA) LF 4.0000 16,400.00 2,992.000 11,968 006 TEMPORARY ACTIVE TREATMENT SYSTEM LS 14,000.0000 14,000.00 1.000 14,000 007 CONSTRUCTION SITE MANAGEMENT LS 35,000.0000 35,000.00 1.000 35,000 008 PREPARE STORM WATER POLLUTION LS 2,200.0000 2,200.00 1.000 2,200 PREVENTION PLAN 009 TEMPORARY EROSION CONTROL BLANKET SQYD 2.8000 14,308.00 0.000 0 010 TEMPORARY FIBER ROLL LF 3.4000 5,100.00 3,348.000 11,383 011 TEMPORARY SILT FENCE LF 3.6000 9,360.00 4,055.000 14,598 012 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,850.0000 18,500.00 15.000 27,750 013 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 30,000.00 7.000 21,000 014 TEMPORARY COVER SQYD 2.5000 6,950.00 7,379.900 18,449 015 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 4,500.00 30.000 4,500 016 STREET SWEEPING LS 30,000.0000 30,000.00 1.000 30,000 017 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 018 TIME-RELATED OVERHEAD (WDAY) WDAY 1,200.0000 450,000.00 375.000 450,000 019 CONSTRUCTION AREA SIGNS LS 18,000.0000 18,000.00 0.970 17,460 020 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 1.000 200,000 021 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 3,000.00 85.000 2,550 022 PORTABLE CHANGEABLE MESSAGE SIGN LS 17,500.0000 17,500.00 1.000 17,500 PROGRAM CAS145 PAGE 2 DATE 07/01/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9224 TIME 03:28 PM ESTIMATE NO. 029 BID OPENING 10/12/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/15 R.E. NAME: MEHARENA, EPHREM DATE OF THIS ESTIMATE 07/01/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RAILING (TYPE K) LF 12.0000 297,600.00 22,700.000 272,400 024 TEMPORARY CRASH CUSHION MODULE EA 100.0000 27,000.00 119.000 11,900 025 TEMPORARY TRAFFIC SCREEN LF 3.6500 90,520.00 5,386.000 19,658 026 TEMPORARY RETAINING WALL SQYD 150.0000 51,000.00 340.000 51,000 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.2000 13,800.00 12,890.000 15,468 STRIPE (HAZARDOUS WASTE) 028 NOISE MONITORING LS 2,000.0000 2,000.00 1.000 2,000 029 ABANDON CULVERT (LF) LF 16.0000 7,200.00 447.210 7,155 030 ABANDON INLET EA 650.0000 1,300.00 2.000 1,300 031 REMOVE CHAIN LINK FENCE LF 2.0000 4,000.00 4,826.920 9,653 032 REMOVE METAL BEAM GUARD RAILING LF 7.0000 4,690.00 745.190 5,216 033 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 4,545.00 15,570.000 7,785 034 REMOVE PAINTED PAVEMENT MARKING SQFT 3.0000 390.00 126.000 378 035 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 22,945.00 26,309.000 17,100 036 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 486.00 358.000 2,148 037 REMOVE PAVEMENT MARKER EA 1.0000 3,900.00 4,399.000 4,399 038 REMOVE ROADSIDE SIGN EA 125.0000 750.00 9.000 1,125 039 REMOVE SIGN STRUCTURE (EA) EA 5,000.0000 20,000.00 4.000 20,000 040 REMOVE SIGN STRUCTURE (LIGHTWEIGHT) EA 4,500.0000 4,500.00 1.000 4,500 041 REMOVE CULVERT (LF) LF 20.0000 26,800.00 1,320.300 26,406 042 REMOVE SEWER PIPE LF 200.0000 5,800.00 6.000 1,200 043 REMOVE INLET EA 350.0000 4,200.00 12.000 4,200 044 REMOVE SEWER MANHOLE EA 3,200.0000 3,200.00 1.000 3,200 045 REMOVE ASPHALT CONCRETE SURFACING SQFT 0.6000 54,168.00 60,200.000 36,120 046 RELOCATE ROADSIDE SIGN EA 225.0000 2,250.00 10.000 2,250 047 ADJUST INLET EA 1,900.0000 19,000.00 21.500 40,850 048 ADJUST MANHOLE TO GRADE EA 3,100.0000 3,100.00 0.000 0 049 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.5500 66,960.00 44,741.000 69,348 PROGRAM CAS145 PAGE 3 DATE 07/01/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9224 TIME 03:28 PM ESTIMATE NO. 029 BID OPENING 10/12/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/15 R.E. NAME: MEHARENA, EPHREM DATE OF THIS ESTIMATE 07/01/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE (CY) CY 40.0000 23,600.00 1,140.000 45,600 051 REMOVE CONCRETE CURB AND SIDEWALK (LF) LF 55.0000 4,950.00 18.000 990 052 REMOVE CONCRETE BARRIER LF 10.0000 36,400.00 3,109.000 31,090 053 REMOVE SOUND WALL (RIBBED STEEL PANEL) SQFT 2.5000 42,500.00 17,000.000 42,500 054 REMOVE SOUND WALL (MASONRY BLOCK) SQFT 2.4000 39,600.00 16,583.000 39,799 055 BRIDGE REMOVAL (PORTION) LS 230,000.0000 230,000.00 1.000 230,000 056 CLEARING AND GRUBBING (LS) LS 150,000.0000 150,000.00 1.000 150,000 057 ROADWAY EXCAVATION CY 13.8500 432,120.00 33,927.500 469,895 058 ROADWAY EXCAVATION (TYPE Z-2) CY 80.0000 440,000.00 5,500.000 440,000 (AERIALLY DEPOSITED LEAD) 059 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000 060 STRUCTURE EXCAVATION (BRIDGE) CY 90.0000 89,100.00 990.000 89,100 (F) 061 STRUCTURE EXCAVATION (RETAINING WALL) CY 120.0000 143,040.00 1,192.000 143,040 (F) 062 STRUCTURE EXCAVATION (SOUND WALL) CY 40.0000 3,440.00 86.000 3,440 (F) 063 STRUCTURE EXCAVATION (CRASH WALL) CY 180.0000 76,500.00 425.000 76,500 (F) 064 STRUCTURE EXCAVATION (TYPE Z-2) CY 80.0000 21,360.00 267.000 21,360 (AERIALLY DEPOSITED LEAD) 065 STRUCTURE BACKFILL (BRIDGE) CY 220.0000 82,500.00 375.000 82,500 (F) 066 STRUCTURE BACKFILL (RETAINING WALL) CY 25.0000 113,400.00 4,536.000 113,400 (F) 067 STRUCTURE BACKFILL (SOUND WALL) CY 100.0000 4,700.00 47.000 4,700 (F) 068 STRUCTURE BACKFILL (CRASH WALL) CY 70.0000 14,000.00 200.000 14,000 (F) 069 PERVIOUS BACKFILL MATERIAL (RETAINING CY 38.0000 9,652.00 254.000 9,652 (F) WALL) 070 SAND BACKFILL CY 265.0000 3,710.00 14.000 3,710 071 DITCH EXCAVATION CY 60.0000 3,300.00 55.000 3,300 072 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 2.9000 32,480.00 8,853.000 25,673 CLASS B2 073 HIGHWAY PLANTING LS 25,000.0000 25,000.00 1.000 25,000 074 FIBER ROLLS LF 3.0000 4,620.00 1,900.000 5,700 075 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 700.0000 5,600.00 7.000 4,900 076 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 5,500.0000 11,000.00 7.380 40,590 PROGRAM CAS145 PAGE 4 DATE 07/01/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9224 TIME 03:28 PM ESTIMATE NO. 029 BID OPENING 10/12/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/15 R.E. NAME: MEHARENA, EPHREM DATE OF THIS ESTIMATE 07/01/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROLLED EROSION CONTROL PRODUCT SQFT 0.4000 1,428.00 5,388.000 2,155 (NETTING) 078 MAINTAIN EXISTING PLANTED AREAS LS 8,800.0000 8,800.00 1.000 8,800 079 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.083 415.00 0.581 2,905 080 MAINTAIN EXISTING IRRIGATION FACILITIES LS 4,000.0000 4,000.00 1.000 4,000 081 IRRIGATION SYSTEM LS 55,000.0000 55,000.00 1.000 55,000 082 8" CORRUGATED HIGH DENSITY LF 110.0000 5,610.00 51.000 5,610 POLYETHYLENE PIPE CONDUIT 083 EXTEND 8" CONDUIT LF 80.0000 2,000.00 0.000 0 084 FINISHING ROADWAY LS 20,000.0000 20,000.00 1.000 20,000 085 CLASS 4 AGGREGATE SUBBASE CY 12.0000 152,400.00 8,997.850 107,974 086 CLASS 2 AGGREGATE BASE (CY) CY 58.0000 31,320.00 540.000 31,320 087 CLASS 3 AGGREGATE BASE (CY) CY 350.0000 2,800.00 7.400 2,590 088 LEAN CONCRETE BASE CY 155.0000 1,019,900.00 6,053.000 938,215 089 ASPHALT TREATED PERMEABLE BASE CY 106.0000 207,760.00 2,059.160 218,270 090 HOT MIX ASPHALT TON 78.0000 1,326,000.00 18,794.870 1,465,999 091 HOT MIX ASPHALT (OPEN GRADED) TON 92.0000 437,000.00 4,784.000 440,128 092 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 130.0000 345,800.00 2,503.410 325,443 093 HOT MIX ASPHALT (BRIDGE) TON 100.0000 75,000.00 750.000 75,000 094 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 1.0000 8.00 8.000 8 PAVEMENT INTERLAYER) 095 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 4.0000 32,120.00 8,030.000 32,120 (PAVING MAT) 096 DATA CORE LS 3,500.0000 3,500.00 1.000 3,500 097 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 7.0000 4,760.00 680.000 4,760 098 PLACE HOT MIX ASPHALT SQYD 40.0000 6,800.00 170.000 6,800 (MISCELLANEOUS AREA) 099 LIQUID ASPHALT (PRIME COAT) TON 1,400.0000 2,940.00 0.000 0 100 TACK COAT TON 1,000.0000 22,400.00 66.670 66,670 101 72" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,600.0000 118,400.00 73.500 117,600 102 FURNISH PILING (CLASS 140) LF 36.0000 22,320.00 619.000 22,284 (ALTERNATIVE W) 103 DRIVE PILE (CLASS 140) EA 1,650.0000 19,800.00 12.000 19,800 (ALTERNATIVE W) PROGRAM CAS145 PAGE 5 DATE 07/01/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9224 TIME 03:28 PM ESTIMATE NO. 029 BID OPENING 10/12/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/15 R.E. NAME: MEHARENA, EPHREM DATE OF THIS ESTIMATE 07/01/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH PILING (CLASS 200) LF 44.0000 369,556.00 8,370.100 368,284 (ALTERNATIVE W) 105 DRIVE PILE (CLASS 200) EA 3,100.0000 322,400.00 104.000 322,400 (ALTERNATIVE W) 106 VIBRATION MONITORING LS 222,900.0000 222,900.00 1.000 222,900 107 16" CAST-IN-DRILLED-HOLE CONCRETE LF 65.0000 112,450.00 1,751.500 113,847 PILING (SOUND WALL) 108 24" CAST-IN-DRILLED-HOLE CONCRETE LF 110.0000 968,550.00 8,848.890 973,377 PILING (RETAINING WALL) 109 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 120.0000 75,840.00 631.250 75,750 (CRASH WALL) 110 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 700.0000 329,700.00 471.000 329,700 (F) 111 STRUCTURAL CONCRETE, BRIDGE CY 650.0000 610,350.00 939.000 610,350 (F) 112 STRUCTURAL CONCRETE, RETAINING WALL CY 450.0000 550,800.00 1,224.000 550,800 (F) 113 STRUCTURAL CONCRETE, SOUND WALL CY 600.0000 14,400.00 24.000 14,400 114 STRUCTURAL CONCRETE, CRASH WALL CY 320.0000 130,560.00 408.000 130,560 (F) 115 STRUCTURAL CONCRETE, BOX CULVERT CY 2,400.0000 8,880.00 3.700 8,880 (F) 116 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 70,500.00 46.500 69,750 117 MINOR CONCRETE (BACKFILL) CY 150.0000 79,500.00 524.300 78,645 118 DRILL AND BOND DOWEL LF 40.0000 800.00 27.500 1,100 119 SOUND WALL (RIBBED STEEL PANEL) SQFT 19.0000 323,000.00 17,000.000 323,000 (F) 120 SOUND WALL (MASONRY BLOCK) SQFT 20.0000 330,880.00 16,544.000 330,880 (F) 121 JOINT SEAL (MR 1/2") LF 122.0000 4,514.00 37.000 4,514 122 BAR REINFORCING STEEL (BRIDGE) LB 1.1500 354,175.85 307,979.000 354,175 (F) 123 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 391,084.00 391,084.000 391,084 (F) 124 BAR REINFORCING STEEL LB 1.0000 6,733.00 6,733.000 6,733 (F) (MINOR CONCRETE-BACKFILL) 125 BAR REINFORCING STEEL (SOUND WALL) LB 2.0000 9,774.00 4,887.000 9,774 126 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 673.00 673.000 673 (F) 127 BAR REINFORCING STEEL (CRASH WALL) LB 1.0000 47,041.00 47,041.000 47,041 (F) 128 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.5500 1,536,050.00 991,000.000 1,536,050 (F) 129 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.9100 901,810.00 991,000.000 901,810 (F) 130 FURNISH STRUCTURAL STEEL, BRIDGE LB 3.0000 4,398.00 1,466.000 4,398 (F) RETROFIT PROGRAM CAS145 PAGE 6 DATE 07/01/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9224 TIME 03:28 PM ESTIMATE NO. 029 BID OPENING 10/12/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/15 R.E. NAME: MEHARENA, EPHREM DATE OF THIS ESTIMATE 07/01/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 ERECT STRUCTURAL STEEL, BRIDGE RETROFIT LB 1.0000 1,466.00 1,466.000 1,466 (F) 132 FURNISH SIGN STRUCTURE (TRUSS) LB 3.4000 252,093.00 74,145.000 252,093 (F) 133 INSTALL SIGN STRUCTURE (TRUSS) LB 0.4000 29,658.00 74,145.000 29,658 (F) 134 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 22.0000 16,060.00 703.000 15,466 135 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 4,680.00 342.000 4,104 (0.063"-UNFRAMED) 136 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 1,430.00 88.000 1,144 (0.080"-UNFRAMED) 137 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 352.00 22.000 352 (0.063"-FRAMED) 138 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 139 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,000.0000 69,000.00 69.000 69,000 (SIGN FOUNDATION) 140 METAL (BARRIER MOUNTED SIGN) LB 12.0000 51,480.00 4,290.000 51,480 141 ROADSIDE SIGN - ONE POST EA 225.0000 5,850.00 24.000 5,400 142 ROADSIDE SIGN - TWO POST EA 450.0000 450.00 1.000 450 143 CLEAN AND PAINT STRUCTURAL STEEL LS 200,000.0000 200,000.00 1.000 200,000 144 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 700.0000 73,500.00 131.250 91,875 145 WORK AREA MONITORING LS 3,000.0000 3,000.00 1.000 3,000 146 12" ALTERNATIVE PIPE CULVERT LF 55.0000 12,650.00 226.800 12,474 147 18" ALTERNATIVE PIPE CULVERT LF 40.0000 99,600.00 2,444.800 97,792 148 24" ALTERNATIVE PIPE CULVERT LF 100.0000 8,000.00 78.900 7,890 149 30" ALTERNATIVE PIPE CULVERT LF 70.0000 32,200.00 454.400 31,808 150 36" ALTERNATIVE PIPE CULVERT LF 350.0000 3,500.00 10.000 3,500 151 24" JACKED WELDED STEEL PIPE LF 440.0000 66,000.00 150.000 66,000 152 3" PLASTIC PIPE (EDGE DRAIN) LF 10.0000 71,800.00 7,180.000 71,800 153 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 120.0000 21,600.00 180.000 21,600 154 18" ALTERNATIVE FLARED END SECTION EA 180.0000 180.00 1.000 180 155 8" SEWER PIPE (DUCTILE IRON PIPE) LF 240.0000 4,800.00 0.000 0 156 8" SEWER PIPE LF 440.0000 3,960.00 2.000 880 (HIGH DENSITY POLYETHYLENE PIPE) 157 SEWER MANHOLE EA 4,000.0000 4,000.00 1.000 4,000 PROGRAM CAS145 PAGE 7 DATE 07/01/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9224 TIME 03:28 PM ESTIMATE NO. 029 BID OPENING 10/12/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/15 R.E. NAME: MEHARENA, EPHREM DATE OF THIS ESTIMATE 07/01/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 500.0000 1,650.00 3.300 1,650 (CY) 159 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 50.0000 650.00 13.000 650 160 MINOR CONCRETE (MISCELLANEOUS CY 440.0000 22,000.00 71.460 31,442 CONSTRUCTION) 161 MINOR CONCRETE (TEXTURED PAVING) SQFT 7.0000 36,960.00 5,280.000 36,960 162 MISCELLANEOUS IRON AND STEEL LB 2.0000 18,582.00 9,291.000 18,582 (F) 163 MISCELLANEOUS METAL LB 3.0000 18,702.00 6,234.000 18,702 (F) (RESTRAINER - CABLE TYPE) 164 MISCELLANEOUS METAL LB 65.0000 5,135.00 79.000 5,135 (F) 165 BRIDGE DECK DRAINAGE SYSTEM LB 12.0000 6,120.00 510.000 6,120 (F) 166 CHAIN LINK FENCE (TYPE CL-4, MOD) LF 24.0000 21,840.00 904.000 21,696 167 CHAIN LINK FENCE (TYPE CL-6) LF 18.0000 2,520.00 1,315.000 23,670 168 DELINEATOR (CLASS 1) EA 30.0000 2,130.00 71.000 2,130 169 GUARD RAILING DELINEATOR EA 40.0000 280.00 7.000 280 170 CONCRETE BARRIER DELINEATOR EA 40.0000 440.00 11.000 440 171 CONCRETE BARRIER MARKER EA 50.0000 4,750.00 95.000 4,750 172 OBJECT MARKER EA 32.0000 128.00 4.000 128 173 METAL BEAM GUARD RAILING LF 42.0000 10,500.00 274.500 11,529 174 VEGETATION CONTROL (MINOR CONCRETE) SQYD 65.0000 15,795.00 243.000 15,795 175 TRANSITION RAILING (TYPE WB) EA 3,200.0000 6,400.00 2.000 6,400 176 END ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 2,000.00 4.000 2,000 177 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,800.0000 14,000.00 5.000 14,000 178 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 152.0000 252,320.00 1,654.940 251,550 179 CONCRETE BARRIER (TYPE 60) LF 42.0000 3,780.00 90.000 3,780 180 CONCRETE BARRIER (TYPE 60C) LF 140.0000 21,000.00 150.000 21,000 181 CONCRETE BARRIER (SAFETY SHAPE) LF 75.0000 195,750.00 2,610.000 195,750 182 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 62.0000 88,040.00 1,420.000 88,040 (F) 183 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 105.0000 105,945.00 1,009.000 105,945 (F) 184 CONCRETE BARRIER (TYPE 736SV) LF 155.0000 46,500.00 301.000 46,655 PROGRAM CAS145 PAGE 8 DATE 07/01/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9224 TIME 03:28 PM ESTIMATE NO. 029 BID OPENING 10/12/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/15 R.E. NAME: MEHARENA, EPHREM DATE OF THIS ESTIMATE 07/01/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 25,125.00 34,925.000 26,193 186 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 5,460.00 4,236.000 5,930 187 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 1,212.00 1,109.000 1,330 (BROKEN 12-3) 188 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 3,420.00 345.000 2,070 189 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 741.00 1,096.000 712 (BROKEN 17-7) 190 PAINT TRAFFIC STRIPE (2-COAT) LF 0.5000 39,450.00 74,978.000 37,489 191 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.0000 780.00 585.000 1,755 192 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 16,980.00 5,855.000 17,565 193 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 14,000.00 2,850.000 14,250 194 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 1.000 2,500 SYSTEM ELEMENTS DURING CONSTRUCTION 195 LIGHTING AND SIGN ILLUMINATION LS 260,000.0000 260,000.00 1.000 260,000 (STAGE CONSTRUCTION) 196 LIGHTING AND SIGN ILLUMINATION LS 160,000.0000 160,000.00 1.000 160,000 197 EXTINGUISHABLE MESSAGE SIGN PANEL (LED) EA 35,000.0000 35,000.00 1.000 35,000 198 CCTV (PTZ) CAMERA UNIT EA 7,000.0000 7,000.00 1.000 7,000 199 TRAFFIC OPERATION SYSTEM LS 515,000.0000 515,000.00 1.000 515,000 200 GENERAL PACKET RADIO SYSTEM WIRELESS EA 6,500.0000 6,500.00 1.000 6,500 MODEM ASSEMBLY 201 TRAFFIC OPERATION SYSTEM LS 65,000.0000 65,000.00 1.000 65,000 (STAGE CONSTRUCTION) 202 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 203 RECONSTRUCT WOOD FENCE LF 32.0000 19,840.00 692.000 22,144 204 RECONSTRUCT CHAIN LINK FENCE LF 10.0000 10,200.00 0.000 0 205 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 150.0000 37,500.00 250.000 37,500 206 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 7.0000 8,120.00 1,160.000 8,120 207 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 1.6500 1,914.00 1,160.000 1,914 PROGRAM CAS145 PAGE 9 DATE 07/01/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9224 TIME 03:28 PM ESTIMATE NO. 029 BID OPENING 10/12/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/15 R.E. NAME: MEHARENA, EPHREM DATE OF THIS ESTIMATE 07/01/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 415.00 18,786,275.36 ADJUSTMENT OF COMPENSATION 0.00 625,997.40 EXTRA WORK 52,918.83 1,233,066.78 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 53,333.83 20,645,339.54 208 MOBILIZATION LS 2,025,000.1500 2,025,000.15 1.000 2,025,000 ORIGINAL CONTRACT AMOUNT 20,767,667.00 TOTAL WORK COMPLETED 53,333.83 22,670,339.69 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -76,225.40 TOTAL 53,333.83 22,594,114.29 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 12/03/12 625 01/28/13 01/28/13 09/02/15 547 21 2 0 97% 87% PROGRESS IS SATISFACTORY MEHARENA, EPHREM RESIDENT ENGINEER PROGRAM CAS145 DATE 07/01/15