PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 11/27/18 EST. NO. 035 TIME 10:46 AM R.E. NAME: RIHANI, RAIF 04-297624 --------------------------------------------------------------------------- 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 0227 1,759.51 E.W. @ F.A.(+) 060618 N 0919.0 0228 609.49 080818 N 0925.0 0229 371.49 081318 N 0929.0 0230 1,050.28 081418 N 0930.0 0231 999.93 081518 N 0931.0 0232 1,085.96 082018 N 0932.0 0233 1,302.38 082118 N 0933.0 0234 1,168.83 082218 N 0935.0 0235 1,338.75 082318 N 0936.0 0236 1,915.67 082418 N 0937.0 0237 845.87 082718 N 0938.0 0238 685.09 082818 N 0940.0 0239 320.11 082918 N 0941.0 0240 634.74 083018 N 0944.0 0241 1,117.96 083118 N 0945.0 0242 1,377.04 091618 N 0970.0 0243 1,122.91 091918 N 0971.0 0244 1,698.60 122917 N 0585.0 0245 182.58 083118 N 0957.0 0246 1,551.39 052918 N 0826.0 0247 1,458.11 053018 N 0827.0 004 0009 2,400.00 E.W. @ F.A.(+) 090518 N 0998.0 0010 2,400.00 092817 N 0349.0 014 0014 1,493.83 E.W. @ F.A.(+) 091016 N 0570.0 0015 39,484.49 060618 N 0959.1 017 0057 8,056.25 E.W. @ F.A.(+) 091016 N 586.20 0058 8,948.97 091718 N 0906.0 0059 6,272.01 091818 N 0907.0 0062 4,324.82 060818 N 0921.0 0063 6,997.29 060518 N 0869.0 0064 12,843.12 091118 N 094380 0065 14,804.63 091318 N 094410 0066 2,114.93 091418 N 094440 0067 3,469.05 101518 N 095740 0068 6,386.07 101618 N 095750 0069 3,348.14 101718 N 095760 0070 3,303.85 101818 N 095770 0071 616.00 053118 N 0974.0 0073 9,246.79 091818 N 0947.0 0074 7,967.96 060718 N 0949.0 0075 3,979.80 060818 N 0950.0 020 0001 759.85 E.W. @ F.A.(+) 062718 N 0922.0 0002 7,616.58 091218 Y 0962.0 0003 370.14 062718 N 0953.0 0004 4,322.48 090418 Y 0881.0 0006 582.18 090518 Y 0884.0 0008 761.73 091018 Y 0886.0 0009 17,472.53 101518 N 0997.0 036 0014 247,155.25 E.W. @ L.S.(+) 111618 N 0014 0 040 0004 170.51 E.W. @ F.A.(+) 060717 N 0044.1 0005 367.54 060517 N 0042.1 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 11/27/18 EST. NO. 035 TIME 10:46 AM R.E. NAME: RIHANI, RAIF 04-297624 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 042 0002 9,154.78 E.W. @ F.A.(+) 061517 N 0745.1 0006 2,321.45 051817 N 0039.1 0007 5,367.25 061617 N 0746.1 0008 3,569.86 061917 N 1744.1 056 0042 2,234.39 E.W. @ F.A.(+) 080818 N 071940 0043 4,184.65 080918 N 071950 0044 1,035.86 081018 N 071960 059 0003 12,104.04 E.W. @ F.A.(+) 080618 N 071910 0004 9,478.88 080718 N 071920 0005 6,718.14 080818 N 071930 0006 9,082.17 081018 N 071970 0007 5,919.74 081318 N 071980 060 0001 418.25 E.W. @ F.A.(+) 083017 N 018770 0002 6,585.00 021418 N 061260 0003 14,761.30 021518 N 061280 0004 19,769.23 021618 N 061300 0005 7,927.87 022018 N 061310 0006 11,284.16 022118 N 061320 0007 9,127.42 022218 N 105120 0008 9,168.50 022318 N 061330 0009 8,836.86 022618 N 061340 0010 12,174.89 022618 N 105140 0011 4,903.16 022818 N 061360 0012 1,448.36 070318 N 071850 064 0005 2,624.88 E.W. @ F.A.(+) 101817 N 0454.3 066 0016 1,518.15 E.W. @ F.A.(+) 091418 N 0985.0 0018 1,242.55 091818 N 0987.0 069 0068 294.89 E.W. @ F.A.(+) 121417 N 0572.0 0069 294.89 121317 N 0573.0 0070 294.89 121217 N 0574.0 0071 294.89 121117 N 0575.0 0072 294.89 121517 N 0576.0 0073 294.89 121817 N 0577.0 0074 4,667.45 121917 N 0578.0 0075 294.89 122017 N 0579.0 0076 294.89 122117 N 0580.0 0077 294.89 122217 N 0581.0 0078 294.89 122717 N 0582.0 0079 294.89 122817 N 0583.0 0080 294.89 122917 N 0584.0 0081 1,139.03 101617 N 0814.1 0082 1,820.46 101617 N 0815.1 0083 2,592.39 120817 N 0816.1 0084 2,836.24 070317 N 0819.1 0085 755.08 080717 N 0820.1 0086 1,335.10 080817 N 0821.1 0087 1,019.18 080917 N 0822.1 0088 736.29 051518 N 063060 0089 1,074.39 051618 N 063070 0090 1,991.72 051818 N 063130 0091 3,161.57 051718 N 063110 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 11/27/18 EST. NO. 035 TIME 10:46 AM R.E. NAME: RIHANI, RAIF 04-297624 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0092 3,357.07 092118 N 094450 0096 4,709.24 092818 N 077660 0097 2,382.85 100818 N 070450 0098 5,002.67 100918 N 070460 0099 4,813.58 101117 N 034190 075 0026 57,284.85 E.W. @ F.A.(+) 032818 N 0735.0 0027 3,506.78 091218 N 0908.0 0028 3,716.19 091318 N 0909.0 0029 3,028.91 091418 N 0910.0 0030 914.53 092018 N 0911.0 0031 5,364.54 082118 N 0934.0 0032 1,744.69 082718 N 0939.0 0034 2,826.17 083018 N 0943.0 0038 2,419.47 092018 N 0972.0 0042 803.00 082118 N 0955.0 0043 1,481.06 083018 N 0956.0 0045 8,628.27 091018 N 0995.0 0046 6,034.96 082918 N 0996.0 077 0003 9,744.00 E.W. @ F.A.(+) 091018 N 0912.0 0004 5,051.29 091118 N 0913.0 0005 3,813.11 091318 N 0914.0 0006 2,616.67 091418 N 0915.0 0007 285.27 062718 N 0981.0 0008 1,666.01 062818 N 0982.0 0009 1,204.56 091718 N 0983.0 0010 17,117.57 091618 N 0984.0 0011 6,669.27 091318 N 0946.0 0012 4,812.50 091018 N 0948.0 079 0002 1,003.33 E.W. @ F.A.(+) 070318 N 0897.0 0003 3,755.10 091018 N 0916.0 0004 101.38 080718 N 0923.0 0005 101.38 080818 N 0924.0 0006 3,859.74 080918 N 0926.0 0007 3,820.61 081018 N 0927.0 0008 308.00 081018 N 0954.0 083 0001 241.62 E.W. @ F.A.(+) 091218 N 0917.0 0002 385.00 091218 N 0958.0 844,838.09 TOTAL THIS ESTIMATE 4,696,739.51 TOTAL PREVIOUS ESTIMATE 5,541,577.60 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 11/27/18 EST. NO. 035 TIME 10:46 AM R.E. NAME: RIHANI, RAIF 04-297624 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SEPT.SCEDULE(SL#696) -213,096.78 021 OCT.SCHEDULE(SL#722) -250,659.07 022 SEPT.SCHEDULE(SL#696 213,096.78 022 OCT.SCHEDULE(SL#722) 250,659.07 024 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 11/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297624 TIME 10:46 AM ESTIMATE NO. 035 BID OPENING 06/25/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: RIHANI, RAIF DATE OF THIS ESTIMATE 11/27/18 LOCATION RERUN PROGRESS ESTIMATE 04-ALA-84-22.9/25.7 ----------------------- DESILVA GATES CONSTRUCTION IN ALAMEDA COUNTY IN AND NEAR LIVER PAT GERHARDS MORE AND PLEASANTON FROM .1 MILE SO 11555 DUBLIN BLVD TH OF RUBY HILL DRIVE TO 0.6 MILE DUBLIN CA 94568-2909 NORTH OF CONCANNON BLVD. FED. AID NO. STP-P084(42)E EXPRESSWAY WIDENING - SEGMENT 2 SOU ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,000.0000 4,000.00 0.079 316.00 0.931 3,724 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,800.0000 1,900,000.00 35.000 133,000.00 500.000 1,900,000 004 TEMPORARY TIMBER CONSTRUCTION MAT LS 25,000.0000 25,000.00 1.000 25,000 005 GROUND SURFACE MONITORING PROGRAM LS 20,000.0000 20,000.00 0.250 5,000.00 1.000 20,000 006 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.107 1,605.00 1.000 15,000 007 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.107 10,700.00 1.000 100,000 008 TYPE III BARRICADE EA 100.0000 2,200.00 15.000 1,500 009 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 7,000.00 150.000 5,250 010 PORTABLE DELINEATOR EA 25.0000 400.00 0.000 0 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 1,000.0000 1,000.00 0.107 107.00 1.000 1,000 012 TEMPORARY RAILING (TYPE K) LF 8.0000 268,000.00 4,300.000 34,400.00 33,500.000 268,000 013 TEMPORARY CRASH CUSHION MODULE EA 200.0000 30,000.00 150.000 30,000 014 TEMPORARY ALTERNATIVE CRASH CUSHION EA 2,500.0000 32,500.00 13.000 32,500 015 TEMPORARY TRAFFIC SCREEN LF 3.0000 87,000.00 22,470.000 67,410 016 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 0.079 790.00 1.000 10,000 017 TEMPORARY CREEK DIVERSION SYSTEM LS 50,000.0000 50,000.00 1.000 50,000 018 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 1.000 2,000 PLAN 019 RAIN EVENT ACTION PLAN EA 500.0000 35,000.00 1.000 500.00 25.000 12,500 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 300.0000 15,000.00 39.000 11,700 021 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 022 MOVE-IN/MOVE-OUT EA 400.0000 8,800.00 8.000 3,200 (TEMPORARY EROSION CONTROL) PROGRAM CAS145 PAGE 2 DATE 11/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297624 TIME 10:46 AM ESTIMATE NO. 035 BID OPENING 06/25/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: RIHANI, RAIF DATE OF THIS ESTIMATE 11/27/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HYDRAULIC MULCH SQYD 0.5000 30,100.00 159,753.000 79,876 (BONDED FIBER MATRIX) 024 TEMPORARY COVER SQYD 3.0000 2,040.00 5,450.000 16,350 025 TEMPORARY CHECK DAM LF 5.0000 1,250.00 200.000 1,000 026 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 34,000.00 80.000 16,000.00 170.000 34,000 027 TEMPORARY FIBER ROLL LF 3.0000 34,200.00 11,842.000 35,526 028 TEMPORARY REINFORCED SILT FENCE LF 5.0000 118,500.00 19,449.000 97,245 029 TEMPORARY SILT FENCE LF 3.0000 30,300.00 5,810.000 17,430 030 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 40,000.00 8.000 16,000 031 TEMPORARY CONSTRUCTION ROADWAY SQYD 10.0000 890.00 0.000 0 032 STREET SWEEPING LS 10,000.0000 10,000.00 0.079 790.00 1.000 10,000 033 TEMPORARY DEWATERING AND NON STORM LS 25,000.0000 25,000.00 1.000 25,000 WATERDISCHARGE CONTROL SYSTEM 034 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 0.160 1,600.00 1.000 10,000 035 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 300.0000 33,000.00 90.000 27,000 036 WATER QUALITY MONITORING REPORT EA 1,000.0000 5,000.00 5.000 5,000 037 TEMPORARY FENCE (TYPE ESA) LF 3.0000 930.00 0.000 0 038 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4000 19,560.00 32,513.000 13,005 STRIPE (HAZARDOUS WASTE) 039 TREATED WOOD WASTE LB 0.0500 1,600.00 40,360.000 2,018 040 NOISE MONITORING LS 1,000.0000 1,000.00 0.000 0 041 ABANDON CULVERT (LF) LF 10.0000 23,700.00 2,571.900 25,719 042 ABANDON INLET EA 500.0000 500.00 4.000 2,000 043 REMOVE FENCE LF 1.0000 13,900.00 64.000 64.00 12,084.000 12,084 044 REMOVE GATE EA 100.0000 1,300.00 3.000 300 045 REMOVE BOLLARD EA 100.0000 1,100.00 16.000 1,600 046 REMOVE GUARDRAIL LF 5.0000 15,950.00 12.000 60.00 3,321.500 16,607 047 REMOVE FLARED END SECTION EA 200.0000 200.00 2.000 400 048 REMOVE IRRIGATION FACILITY LS 1,000.0000 1,000.00 0.000 0 049 REMOVE PAINTED TRAFFIC STRIPE LF 0.4000 58,000.00 133,208.000 53,283.20 145,000.000 58,000 PROGRAM CAS145 PAGE 3 DATE 11/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297624 TIME 10:46 AM ESTIMATE NO. 035 BID OPENING 06/25/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: RIHANI, RAIF DATE OF THIS ESTIMATE 11/27/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE PAINTED PAVEMENT MARKING SQFT 1.0000 5,190.00 3,809.000 3,809.00 5,190.000 5,190 051 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 15,240.00 12,361.110 4,944.44 35,719.610 14,287 052 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.5000 6,060.00 4,039.000 6,058 053 REMOVE PAVEMENT MARKER EA 1.0000 2,940.00 910.000 910.00 2,940.000 2,940 054 REMOVE ROADSIDE SIGN EA 50.0000 2,450.00 49.000 2,450 055 REMOVE ROADSIDE SIGN EA 50.0000 1,150.00 23.000 1,150 (STRAP AND SADDLE BRACKET METHOD) 056 REMOVE OVERSIDE DRAIN EA 250.0000 500.00 2.000 500 057 REMOVE CULVERT (LF) LF 10.0000 42,500.00 3,758.200 37,582 058 REMOVE INLET EA 500.0000 15,500.00 31.000 15,500 059 REMOVE HEADWALL EA 1,000.0000 1,000.00 1.000 1,000 060 REMOVE MANHOLE EA 1,000.0000 15,000.00 16.000 16,000 061 REMOVE BASE AND SURFACING CY 5.0000 11,850.00 1,922.000 9,610 062 SALVAGE IRRIGATION FACILITY LS 500.0000 500.00 0.000 0 063 RELOCATE MAILBOX EA 250.0000 250.00 0.000 0 064 RELOCATE ROADSIDE SIGN-ONE POST EA 200.0000 2,000.00 5.000 1,000.00 5.000 1,000 065 RELOCATE ROADSIDE SIGN-TWO POST EA 300.0000 600.00 0.000 0 066 ADJUST INLET EA 2,000.0000 26,000.00 0.000 0 067 ADJUST MANHOLE EA 4,000.0000 4,000.00 1.000 4,000.00 1.000 4,000 068 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0000 36,840.00 13,703.000 54,812 069 REMOVE CONCRETE (CY) CY 50.0000 11,500.00 230.000 11,500 070 REMOVE UNSOUND CONCRETE CF 200.0000 2,200.00 0.000 0 071 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 6.0000 16,140.00 4,375.000 26,250 072 FURNISH POLYESTER CONCRETE OVERLAY CF 40.0000 72,800.00 705.630 28,225 073 PLACE POLYESTER CONCRETE OVERLAY SQFT 10.0000 43,750.00 4,375.000 43,750 (F) 074 SAND BACKFILL CY 150.0000 73,500.00 416.400 62,460 075 REMOVE CRASH CUSHION (SAND FILLED) EA 500.0000 500.00 1.000 500.00 1.000 500 076 BRIDGE REMOVAL (PORTION) LS 20,000.0000 20,000.00 1.000 20,000 PROGRAM CAS145 PAGE 4 DATE 11/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297624 TIME 10:46 AM ESTIMATE NO. 035 BID OPENING 06/25/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: RIHANI, RAIF DATE OF THIS ESTIMATE 11/27/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CLEARING AND GRUBBING (LS) LS 215,000.0000 215,000.00 0.750 161,250 078 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 0.750 18,750 079 ROADWAY EXCAVATION CY 20.0000 2,826,000.00 141,300.000 2,826,000 080 STRUCTURE EXCAVATION CY 20.0000 69,120.00 3,456.000 69,120 (F) 081 STRUCTURE EXCAVATION (BRIDGE) CY 70.0000 60,830.00 869.000 60,830 (F) 082 STRUCTURE EXCAVATION (TYPE A) CY 200.0000 27,600.00 138.000 27,600 (F) 083 STRUCTURE EXCAVATION (TYPE D) CY 150.0000 59,850.00 399.000 59,850 (F) 084 STRUCTURE EXCAVATION (RETAINING WALL) CY 20.0000 101,560.00 4,961.000 99,220 (F) 085 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 20.0000 61,720.00 3,086.000 61,720 (F) 086 STRUCTURE BACKFILL CY 40.0000 18,560.00 464.000 18,560 (F) 087 STRUCTURE BACKFILL (BRIDGE) CY 40.0000 40,200.00 1,005.000 40,200 (F) 088 STRUCTURE BACKFILL (RETAINING WALL) CY 40.0000 161,520.00 2,220.000 88,800 (F) 089 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 40.0000 4,920.00 123.000 4,920 (F) 090 DITCH EXCAVATION CY 20.0000 37,000.00 1,848.000 36,960 091 TEMPORARY SHORING (SQFT) SQFT 15.0000 138,450.00 12,704.000 190,560 092 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 2.0000 1,000.00 0.000 0 CLASS A1 093 ROADSIDE CLEARING LS 1,000.0000 1,000.00 0.000 0 094 PRUNE EXISTING PLANTS LS 5,000.0000 5,000.00 0.000 0 095 WEED GERMINATION SQYD 1.0000 1,400.00 0.000 0 096 CULTIVATION SQYD 1.0000 1,400.00 0.000 0 097 SOIL AMENDMENT CY 40.0000 3,000.00 0.000 0 098 ORGANIC FERTILIZER LB 5.0000 375.00 0.000 0 099 PACKET FERTILIZER EA 1.0000 1,490.00 0.000 0 100 PLANT (GROUP H) EA 10.0000 2,400.00 0.000 0 101 PLANT (GROUP I) EA 5.0000 11,250.00 0.000 0 102 PLANT (GROUP K) EA 300.0000 1,200.00 0.000 0 103 PLANT (GROUP A) EA 20.0000 720.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 11/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297624 TIME 10:46 AM ESTIMATE NO. 035 BID OPENING 06/25/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: RIHANI, RAIF DATE OF THIS ESTIMATE 11/27/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PLANT (GROUP B) EA 25.0000 15,000.00 0.000 0 105 MAINTAIN EXISTING PLANTED AREAS LS 1,000.0000 1,000.00 0.500 500 106 PLANT ESTABLISHMENT WORK LS 20,000.0000 20,000.00 0.000 0 107 WOOD MULCH CY 40.0000 26,400.00 300.000 12,000.00 300.000 12,000 108 FOLIAGE PROTECTOR EA 25.0000 6,000.00 0.000 0 109 CHECK AND TEST EXISTING IRRIGATION LS 2,000.0000 2,000.00 0.000 0 FACILITIES 110 OPERATE EXISTING IRRIGATION FACILITIES LS 1,000.0000 1,000.00 0.000 0 111 CONTROL AND NEUTRAL CONDUCTORS LS 20,000.0000 20,000.00 0.000 0 112 1" REMOTE CONTROL VALVE EA 500.0000 2,000.00 0.000 0 113 1 1/2" REMOTE CONTROL VALVE EA 500.0000 2,500.00 0.000 0 114 1" WYE STRAINER ASSEMBLY EA 400.0000 2,000.00 0.000 0 115 1 1/2" WYE STRAINER ASSEMBLY EA 400.0000 800.00 0.000 0 116 2" SUPPLY LINE (BRIDGE) LF 60.0000 7,260.00 0.000 0 (F) 117 CERTIFY EXISTING BACKFLOW PREVENTERS LS 1,000.0000 1,000.00 0.000 0 118 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 50.0000 200.00 0.000 0 119 RISER SPRINKLER ASSEMBLY EA 12.0000 7,080.00 0.000 0 120 POP-UP SPRINKLER ASSEMBLY EA 30.0000 2,250.00 0.000 0 121 3" GATE VALVE EA 500.0000 1,000.00 0.000 0 122 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.0000 8,880.00 0.000 0 (F) LINE) 123 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.0000 1,575.00 0.000 0 (F) LINE) 124 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 3.0000 825.00 0.000 0 (F) (SUPPLY LINE) 125 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 4.0000 1,540.00 0.000 0 (F) (SUPPLY LINE) 126 2" PLASTIC PIPE (SCHEDULE 40) LF 6.0000 2,700.00 0.000 0 (F) (SUPPLY LINE) 127 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 8.0000 15,560.00 0.000 0 (F) (SUPPLY LINE) 128 3" PLASTIC PIPE (SCHEDULE 40) LF 8.0000 27,232.00 0.000 0 (F) (SUPPLY LINE) 129 QUICK COUPLING VALVE EA 350.0000 2,450.00 0.000 0 130 BALL VALVE EA 350.0000 2,450.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 11/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297624 TIME 10:46 AM ESTIMATE NO. 035 BID OPENING 06/25/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: RIHANI, RAIF DATE OF THIS ESTIMATE 11/27/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 8" CORRUGATED HIGH DENSITY LF 30.0000 51,300.00 578.000 17,340 POLYETHYLENE PIPE CONDUIT 132 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 6,500.00 4.000 2,000 133 IMPORTED BIOFILTRATION SOIL (CY) CY 50.0000 55,000.00 1,042.000 52,100 134 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.4000 59,600.00 175,355.000 70,142 135 HYDROMULCH SQFT 0.0200 12,640.00 313,434.000 6,268 136 FIBER ROLLS LF 2.5000 31,000.00 8,546.000 21,365 137 STRAW SQFT 0.0200 9,660.00 221,382.000 4,427 138 HYDROSEED SQFT 0.0400 25,280.00 313,434.000 12,537 139 COMPOST SQFT 0.1000 63,200.00 313,434.000 31,343 140 INCORPORATE MATERIALS SQFT 0.0400 4,040.00 0.000 0 141 CLASS 3 AGGREGATE SUBBASE CY 15.0000 65,700.00 4,380.000 65,700 142 CLASS 4 AGGREGATE SUBBASE CY 15.0000 366,000.00 328.000 4,920.00 24,728.000 370,920 143 AGGREGATE BASE CY 40.0000 6,000.00 0.000 0 144 CLASS 2 AGGREGATE BASE (CY) CY 30.0000 813,000.00 899.000 26,970.00 27,999.000 839,970 145 ASPHALT TREATED PERMEABLE BASE CY 90.0000 242,100.00 322.000 28,980.00 2,690.530 242,147 146 PREPAVING INERTIAL PROFILER LS 5,000.0000 5,000.00 0.000 0 147 PRIME COAT TON 750.0000 54,000.00 0.000 0 148 HOT MIX ASPHALT (TYPE A) TON 60.0000 4,050,000.00 1,158.900 69,534.00 68,286.280 4,097,176 149 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 80.0000 1,280,000.00 3,712.730 297,018.40 14,764.900 1,181,192 150 SHOULDER RUMBLE STRIP STA 15.0000 5,850.00 190.000 2,850.00 390.000 5,850 (HMA,GROUND-IN INDENTATIONS) 151 DATA CORE LS 4,000.0000 4,000.00 0.000 0 152 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.0000 7,620.00 60.000 120.00 1,285.000 2,570 153 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 2,000.00 576.000 1,152.00 992.000 1,984 154 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 5,640.00 1,381.000 2,762.00 2,919.000 5,838 155 PLACE HOT MIX ASPHALT SQYD 500.0000 500.00 0.000 0 (MISCELLANEOUS AREA) 156 TACK COAT TON 1.0000 160.00 0.000 0 157 SOIL NAIL LF 18.0000 763,200.00 43,218.000 777,924 PROGRAM CAS145 PAGE 7 DATE 11/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297624 TIME 10:46 AM ESTIMATE NO. 035 BID OPENING 06/25/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: RIHANI, RAIF DATE OF THIS ESTIMATE 11/27/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 MECHANICALLY STABILIZED EMBANKMENT SQFT 50.0000 995,000.00 19,900.000 995,000 (F) 159 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 200.0000 180,000.00 900.000 180,000 160 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 200.0000 124,000.00 620.000 124,000 161 PRESTRESSING CAST-IN-PLACE CONCRETE LS 50,000.0000 50,000.00 1.000 50,000 162 SEAL COURSE CONCRETE CY 200.0000 7,600.00 38.000 7,600 163 STRUCTURAL CONCRETE CY 400.0000 227,600.00 569.000 227,600 (F) 164 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 400.0000 121,600.00 304.000 121,600 (F) 165 STRUCTURAL CONCRETE, BRIDGE CY 400.0000 296,000.00 740.000 296,000 (F) 166 STRUCTURAL CONCRETE, RETAINING WALL CY 400.0000 1,130,000.00 2,781.000 1,112,400 (F) 167 STRUCTURAL CONCRETE, BARRIER SLAB CY 400.0000 192,000.00 480.000 192,000 (F) 168 STRUCTURAL CONCRETE, APPROACH SLAB CY 400.0000 47,200.00 118.000 47,200 (F) (TYPE N) 169 STRUCTURAL CONCRETE, APPROACH SLAB CY 800.0000 70,400.00 88.000 70,400 (TYPE R) 170 STRUCTURAL CONCRETE, HEADWALL CY 1,000.0000 46,000.00 46.000 46,000 (F) 171 MINOR CONCRETE (MINOR STRUCTURE) CY 800.0000 333,600.00 26.500 21,200.00 417.000 333,600 (F) 172 GRAPE VINE TEXTURE SQFT 14.0000 259,280.00 18,520.000 259,280 (F) 173 ROUNDED RIVER ROCK TEXTURE SQFT 14.0000 122,038.00 8,717.000 122,038 (F) 174 DRILL AND PRESSURE GROUT REINFORCEMENT LF 20.0000 2,800.00 140.000 2,800 175 DRILL AND BOND DOWEL LF 20.0000 5,800.00 450.000 9,000 176 JOINT SEAL (MR 1/2") LF 30.0000 5,700.00 190.000 5,700 177 JOINT SEAL (MR 1") LF 40.0000 1,720.00 43.000 1,720 178 BAR REINFORCING STEEL LB 1.0400 153,352.16 141,308.000 146,960 (F) 179 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 359,295.00 359,295.000 359,295 (F) 180 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 437,494.00 429,868.000 429,868 (F) 181 HEADED BAR REINFORCEMENT EA 35.0000 5,040.00 144.000 5,040 (F) 182 STRUCTURAL SHOTCRETE CY 850.0000 349,350.00 421.000 357,850 (F) 183 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 15,900.00 580.070 8,701.05 580.070 8,701 (0.063"-UNFRAMED) 184 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 740.00 46.870 937.40 46.870 937 (0.080"-UNFRAMED) PROGRAM CAS145 PAGE 8 DATE 11/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297624 TIME 10:46 AM ESTIMATE NO. 035 BID OPENING 06/25/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: RIHANI, RAIF DATE OF THIS ESTIMATE 11/27/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 1,650.00 94.000 2,350.00 94.000 2,350 (0.063"-FRAMED) 186 METAL (BARRIER MOUNTED SIGN) LB 15.0000 11,400.00 517.000 7,755.00 517.000 7,755 187 ROADSIDE SIGN - ONE POST EA 200.0000 22,000.00 80.000 16,000.00 94.000 18,800 188 ROADSIDE SIGN - TWO POST EA 250.0000 2,000.00 4.000 1,000.00 4.000 1,000 189 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 600.00 4.000 400.00 4.000 400 METHOD) 190 INSTALL SIGN (PEDESTRIAN BARRICADE) EA 600.0000 2,400.00 1.000 600.00 1.000 600 191 PREPARE AND PAINT CONCRETE SQFT 20.0000 940.00 34.000 680.00 34.000 680 192 ANTI-GRAFFITI COATING LS 25,000.0000 25,000.00 0.000 0 (F) 193 18" ALTERNATIVE PIPE CULVERT (TYPE A) LF 50.0000 133,500.00 2,628.600 131,430 194 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 50.0000 348,000.00 7,052.900 352,645 195 24" ALTERNATIVE PIPE CULVERT (TYPE A) LF 500.0000 1,500.00 170.000 85,000 196 24" ALTERNATIVE PIPE CULVERT (TYPE B) LF 60.0000 184,200.00 2,842.800 170,568 197 30" ALTERNATIVE PIPE CULVERT (TYPE A) LF 75.0000 78,750.00 1,041.500 78,112 198 30" ALTERNATIVE PIPE CULVERT (TYPE B) LF 75.0000 150,000.00 1,858.400 139,380 199 36" ALTERNATIVE PIPE CULVERT (TYPE A) LF 90.0000 52,200.00 609.500 54,855 200 36" ALTERNATIVE PIPE CULVERT (TYPE B) LF 90.0000 86,400.00 1,021.000 91,890 201 42" ALTERNATIVE PIPE CULVERT LF 100.0000 360,000.00 3,729.950 372,995 202 18" TEMPORARY ALTERNATIVE SLOTTED PIPE LF 50.0000 44,000.00 0.000 0 203 CONCRETE BACKFILL (PIPE TRENCH) CY 300.0000 92,100.00 443.300 132,990 (F) 204 12" TEMPORARY CULVERT LF 150.0000 3,150.00 0.000 0 205 18" TEMPORARY CULVERT LF 100.0000 8,300.00 0.000 0 206 4" NON-PERFORATED PLASTIC PIPE LF 50.0000 8,000.00 160.000 8,000 UNDERDRAIN 207 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 10.0000 14,400.00 1,490.000 14,900 208 6" NON-PERFORATED PLASTIC PIPE LF 10.0000 2,380.00 238.000 2,380 UNDERDRAIN 209 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 25.0000 74,000.00 2,960.000 74,000 210 8" NON-PERFORATED PLASTIC PIPE LF 25.0000 24,000.00 960.000 24,000 UNDERDRAIN 211 3" PLASTIC PIPE (EDGE DRAIN) LF 10.0000 122,000.00 12,200.000 122,000 PROGRAM CAS145 PAGE 9 DATE 11/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297624 TIME 10:46 AM ESTIMATE NO. 035 BID OPENING 06/25/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: RIHANI, RAIF DATE OF THIS ESTIMATE 11/27/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 25.0000 29,500.00 1,180.000 29,500 213 PERMEABLE MATERIAL (BLANKET) CY 50.0000 48,850.00 976.900 48,845 (F) 214 DRAINAGE INLET MARKER EA 40.0000 6,400.00 0.000 0 215 36" CORRUGATED STEEL PIPE INLET LF 500.0000 4,000.00 7.900 3,950 (.168" THICK) 216 10" WELDED STEEL PIPE (.250" THICK) LF 160.0000 33,600.00 210.000 33,600 217 12" WELDED STEEL PIPE (.134" THICK) LF 500.0000 45,500.00 47.600 23,800 218 18" WELDED STEEL PIPE (.134" THICK) LF 500.0000 32,000.00 3.000 1,500 219 18" WELDED STEEL PIPE (.375" THICK) LF 500.0000 35,000.00 0.000 0 220 20" WELDED STEEL PIPE LF 210.0000 46,200.00 220.000 46,200 (0.250" THICK) 221 30" WELDED STEEL PIPE LF 260.0000 54,600.00 210.000 54,600 (0.250" THICK) 222 15" ALTERNATIVE FLARED END SECTION EA 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000 223 18" ALTERNATIVE FLARED END SECTION EA 1,000.0000 12,000.00 5.000 5,000.00 12.000 12,000 224 30" ALTERNATIVE FLARED END SECTION EA 2,000.0000 2,000.00 1.000 2,000 225 AUTOMATIC DRAINAGE GATE EA 15,000.0000 30,000.00 2.000 30,000 226 INLET DEPRESSION EA 500.0000 8,000.00 0.000 0 227 ROCK SLOPE PROTECTION CY 125.0000 67,500.00 540.000 67,500 (F) (1/4 T, METHOD B) (CY) 228 ROCK SLOPE PROTECTION CY 125.0000 64,000.00 512.000 64,000 (F) (LIGHT, METHOD B) (CY) 229 ROCK SLOPE PROTECTION (1T, METHOD B) CY 100.0000 139,000.00 1,390.000 139,000 (F) 230 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 125.0000 21,625.00 173.000 21,625 (F) (CY) 231 GABION CY 300.0000 6,000.00 10.000 3,000 (F) 232 FILTER FABRIC SQYD 2.0000 880.00 0.000 0 233 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.0000 4,240.00 2,120.000 4,240 234 MINOR CONCRETE (GUTTER) (LF) LF 30.0000 51,600.00 400.000 12,000.00 1,720.000 51,600 235 MINOR CONCRETE (MISCELLANEOUS CY 600.0000 102,000.00 6.300 3,780.00 109.000 65,400 CONSTRUCTION) 236 MINOR CONCRETE (STAMPED CONCRETE) SQFT 10.0000 13,400.00 1,340.000 13,400.00 1,340.000 13,400 237 PRE/POST CONSTRUCTION SURVEYS LS 15,000.0000 15,000.00 0.000 0 238 MISCELLANEOUS IRON AND STEEL LB 2.0000 92,018.00 28,021.600 56,043.20 47,244.600 94,489 (F) PROGRAM CAS145 PAGE 10 DATE 11/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297624 TIME 10:46 AM ESTIMATE NO. 035 BID OPENING 06/25/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: RIHANI, RAIF DATE OF THIS ESTIMATE 11/27/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 MISCELLANEOUS IRON AND STEEL LB 2.0000 27,000.00 13,500.000 27,000 (SEWER SYSTEM) 240 RIGID RAIL FALL PROTECTION SYSTEM EA 5,000.0000 80,000.00 0.000 0 241 MISCELLANEOUS METAL (BRIDGE) LB 8.0000 15,568.00 1,946.000 15,568 (F) 242 ABANDON SEWER LINE LF 10.0000 63,300.00 6,288.000 62,880 243 REMOVE CITY OF LIVERMORE SEWER MANHOLE EA 2,000.0000 42,000.00 21.000 42,000 244 ABANDON WATERLINE LF 10.0000 28,000.00 2,788.000 27,880 245 ABANDON EXIST BUTTERFLY VALVE (ZONE 7) EA 2,000.0000 2,000.00 1.000 2,000 246 REMOVE 24" GAS PIPE LF 30.0000 11,100.00 757.000 22,710 247 SAND BACKFILL (ABANDON SEWER) CY 150.0000 43,500.00 292.500 43,875 248 30" WELDED STEEL PIPE CASING LF 400.0000 76,000.00 180.000 72,000 (0.5"THICK) 249 JACKED 24" WELDED STEEL PIPE CASING LF 800.0000 176,000.00 217.000 173,600 (0.375"THICK) 250 JACKED 30" WELDED STEEL PIPE CASING LF 1,000.0000 180,000.00 180.000 180,000 (0.5"THICK) 251 8" PVC (SDR35) SEWER PIPE LF 150.0000 33,000.00 248.000 37,200 252 15" PVC (SDR35) SEWER PIPE LF 100.0000 131,000.00 1,304.000 130,400 253 18" PVC (SDR35) SEWER PIPE LF 120.0000 488,400.00 4,469.340 536,320 254 18" HDPE SEWER PIPE LF 200.0000 42,000.00 209.500 41,900 255 SEWER MANHOLE (TYPE I) EA 4,000.0000 124,000.00 31.000 124,000 256 4' X 10' UTILITY VAULT (SEWER SYSTEM) EA 20,000.0000 40,000.00 2.000 40,000 257 REMOVE EXISTING COMBINATION AIR AND EA 2,500.0000 7,500.00 3.000 7,500 VACUUM RELEASE VALVE (ZONE 7) 258 REMOVE EXISTING CATHODIC PROTECTION EA 1,500.0000 6,000.00 4.000 6,000 TESTSTATION (ZONE 7) 259 REMOVE EXISTING BLOWOFF VALVE (ZONE 7) EA 1,500.0000 1,500.00 1.000 1,500.00 1.000 1,500 260 3/4" COMBINATION AIR RELEASE VALVE EA 5,000.0000 5,000.00 1.000 5,000 261 4' X 10' UTILITY VAULT EA 30,000.0000 60,000.00 2.000 60,000 262 12" DIP WATER LINE (CALWATER) LF 90.0000 161,100.00 1,500.000 135,000 263 16" DIP WATER LINE (COP) LF 160.0000 136,000.00 841.000 134,560 264 8" DIP WATER LINE (CALWATER) LF 100.0000 2,000.00 20.000 2,000 265 CEMENT MORTAR LINED AND CEMENT MORTAR LF 160.0000 40,000.00 262.000 41,920 COATED STEEL PIPE (CL&C) PROGRAM CAS145 PAGE 11 DATE 11/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297624 TIME 10:46 AM ESTIMATE NO. 035 BID OPENING 06/25/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: RIHANI, RAIF DATE OF THIS ESTIMATE 11/27/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 36" BUTTERFLY VALVE (ZONE 7) EA 50,000.0000 50,000.00 1.000 50,000.00 1.000 50,000 267 COMBINATION AIR AND VACUUM RELEASE EA 10,000.0000 30,000.00 3.000 30,000 VALVE (ZONE 7) 268 CATHODIC PROTECTION TEST STATION EA 3,000.0000 12,000.00 4.000 12,000 (ZONE 7) 269 BLOWOFF VALVE (ZONE 7) EA 10,000.0000 10,000.00 1.000 10,000.00 1.000 10,000 270 CONNECT TO EXISTING WATER LINE EA 20,000.0000 80,000.00 4.000 80,000 271 6" PVC CONDUIT (PG&E ELECTRIC PRIMARY) LF 10.0000 45,600.00 4,560.000 45,600 272 4" PVC CONDUIT (PG&E ELECTRIC SECONDARY) LF 5.0000 3,600.00 720.000 3,600 273 2" PVC CONDUIT (PG&E ELECTRIC SECONDARY) LF 2.0000 40.00 20.000 40 274 4" PVC CONDUIT (AT&T TELEPHONE) LF 5.0000 30,950.00 0.000 0 275 DIRECTIONAL BORE WITH 16" CASING LF 165.0000 56,100.00 340.000 56,100 276 JACKED 20" WELDED STEEL PIPE CASING LF 900.0000 117,000.00 130.000 117,000 277 NUMBER 6 PG&E BOX (4'X 6') EA 12,500.0000 25,000.00 2.000 25,000 278 NUMBER 7 PG&E BOX (4.5' X 8.5') EA 11,000.0000 88,000.00 8.000 88,000 279 NUMBER 2 PG&E BOX (1.5' X 2.5') EA 1,500.0000 3,000.00 2.000 3,000 280 AT&T BOX (2.5' X 5') EA 3,000.0000 6,000.00 0.000 0 281 AT&T BOX (2.5' X 4') EA 2,500.0000 10,000.00 0.000 0 282 PG&E PM CAPACITOR PAD (6.8' X 6') EA 3,500.0000 3,500.00 1.000 3,500 283 PG&E PM TRANSFORMER BOX PAD (3' X 4.3') EA 3,000.0000 3,000.00 1.000 3,000 284 PG&E PM INTERRUPTER PAD (4' X 4') EA 3,500.0000 3,500.00 1.000 3,500 285 6" STEEL CONDUIT (PG&E ELECTRIC PRIMARY) LF 185.0000 103,600.00 400.000 74,000 286 TRENCHING AND BACKFILL (JOINT TRENCH) CY 185.0000 270,100.00 1,460.000 270,100 287 ARCHITECTURAL CONCRETE CY 2,000.0000 14,000.00 7.000 14,000 288 STONE VENEER SQFT 10.0000 3,650.00 365.000 3,650.00 365.000 3,650 (F) 289 CITY OF LIVERMORE FIELD INLET EA 5,000.0000 20,000.00 4.000 20,000 290 CITY OF LIVERMORE CURB INLET EA 5,000.0000 15,000.00 5.000 25,000 291 CITY OF LIVERMORE MANHOLE (TYPE I) EA 4,000.0000 8,000.00 0.000 0 292 CITY OF LIVERMORE MANHOLE (TYPE II) EA 8,000.0000 96,000.00 11.000 88,000 PROGRAM CAS145 PAGE 12 DATE 11/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297624 TIME 10:46 AM ESTIMATE NO. 035 BID OPENING 06/25/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: RIHANI, RAIF DATE OF THIS ESTIMATE 11/27/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 293 JACKED 18" REINFORCED CONCRETE PIPE LF 650.0000 46,800.00 72.000 46,800 (CLASS II) 294 JACKED 30" REINFORCED CONCRETE PIPE LF 1,000.0000 150,000.00 165.700 165,700 (CLASS II) 295 JACKED 36" REINFORCED CONCRETE PIPE LF 1,100.0000 82,500.00 40.000 44,000 (CLASS III) 296 JACKED 42" REINFORCED CONCRETE PIPE LF 1,200.0000 70,800.00 70.000 84,000 (CLASS III) 297 CHAIN LINK FENCE (TYPE CL-4, VINYL-CLAD) LF 18.0000 193,320.00 1,479.000 26,622.00 9,911.000 178,398 298 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 18.0000 128,700.00 536.000 9,648.00 1,928.000 34,704 299 WOOD IMITATION CONCRETE FENCE LF 100.0000 27,000.00 0.000 0 300 12' CHAIN LINK GATE (TYPE CL-6) EA 1,000.0000 14,000.00 4.000 4,000.00 12.000 12,000 301 20' CHAIN LINK GATE (TYPE CL-6) EA 2,000.0000 4,000.00 0.000 0 302 DELINEATOR (CLASS 1) EA 40.0000 1,400.00 0.000 0 303 MILEPOST MARKER EA 40.0000 240.00 0.000 0 304 OBJECT MARKER EA 40.0000 8,800.00 0.000 0 305 SPECIAL MARKER EA 50.0000 1,400.00 0.000 0 306 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 30.0000 27,000.00 781.125 23,433.75 1,253.000 37,590 307 VEGETATION CONTROL (MINOR CONCRETE) SQYD 40.0000 43,600.00 864.000 34,560.00 1,030.000 41,200 308 CHAIN LINK RAILING (TYPE 7) LF 75.0000 28,050.00 374.000 28,050 (F) 309 WILDLIFE PASSAGE WAY (TYPE S) EA 125.0000 2,500.00 13.000 1,625.00 13.000 1,625 310 TUBULAR BICYCLE RAILING LF 150.0000 22,650.00 151.000 22,650 (F) 311 CABLE RAILING LF 25.0000 9,725.00 389.000 9,725 (F) 312 TRANSITION RAILING (TYPE WB-31) EA 3,000.0000 45,000.00 6.000 18,000.00 13.000 39,000 313 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 32,500.00 4.000 10,000.00 10.000 25,000 314 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 2,500.00 1.000 2,500.00 1.000 2,500 315 CRASH CUSHION (TYPE SCL-100GM) EA 30,000.0000 150,000.00 4.000 120,000 316 CONCRETE BARRIER (TYPE 60P) LF 250.0000 45,000.00 48.000 12,000.00 168.000 42,000 317 CONCRETE BARRIER (TYPE 60) LF 45.0000 504,000.00 1,766.000 79,470.00 10,652.000 479,340 318 CONCRETE BARRIER (TYPE 60A) LF 50.0000 9,000.00 180.000 9,000 (F) 319 CONCRETE BARRIER (TYPE 60C) LF 80.0000 598,400.00 1,995.000 159,600.00 6,266.750 501,340 PROGRAM CAS145 PAGE 13 DATE 11/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297624 TIME 10:46 AM ESTIMATE NO. 035 BID OPENING 06/25/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: RIHANI, RAIF DATE OF THIS ESTIMATE 11/27/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 320 CONCRETE BARRIER (TYPE 60D) LF 75.0000 129,000.00 536.000 40,200.00 2,020.000 151,500 321 CONCRETE BARRIER (TYPE 60G) LF 125.0000 57,500.00 460.000 57,500 322 CONCRETE BARRIER (TYPE 736A) LF 75.0000 79,275.00 1,178.280 88,371 (F) 323 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 75.0000 112,725.00 1,503.000 112,725 (F) 324 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 25,200.00 6,789.000 27,156.00 6,845.000 27,380 325 PAINT TRAFFIC STRIPE (1-COAT) LF 0.5000 72,500.00 101,693.120 50,846 326 PAINT TRAFFIC STRIPE (2-COAT) LF 1.0000 2,060.00 0.000 0 327 PAINT PAVEMENT MARKING (1-COAT) SQFT 2.0000 10,380.00 5,713.000 11,426 328 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 41,790.00 59,700.000 41,790.00 59,700.000 41,790 (ENHANCED WET NIGHT VISIBILITY) 329 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 140.00 280.000 140.00 280.000 140 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 330 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 14,800.00 29,600.000 14,800.00 29,600.000 14,800 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 331 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 22,120.00 27,472.000 19,230.40 27,472.000 19,230 (ENHANCED WET NIGHT VISIBILITY) 332 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 2,180.00 637.000 637.00 637.000 637 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 333 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 8,070.00 5,756.000 5,756.00 5,756.000 5,756 (ENHANCED WET NIGHT VISIBILITY) 334 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 1,040.00 170.000 340.00 520.000 1,040 335 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 12,040.00 170.000 680.00 1,719.000 6,876 336 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.800 2,000 SYSTEM ELEMENTS DURING CONSTRUCTION 337 SIGNAL AND LIGHTING (LOCATION 1) LS 200,000.0000 200,000.00 0.200 40,000.00 1.000 200,000 338 SIGNAL AND LIGHTING (LOCATION 2) LS 200,000.0000 200,000.00 0.250 50,000.00 1.000 200,000 339 SIGNAL AND LIGHTING (LOCATION 3) LS 200,000.0000 200,000.00 0.150 30,000.00 1.000 200,000 340 SIGNAL AND LIGHTING (LOCATION 4) LS 200,000.0000 200,000.00 0.100 20,000.00 1.000 200,000 341 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 500,000.0000 500,000.00 0.050 25,000.00 1.000 500,000 342 EMERGENCY VEHICLE DETECTION SYSTEM LS 50,000.0000 50,000.00 0.250 12,500.00 1.000 50,000 343 INTERCONNECTION CONDUIT AND CABLE (LS) LS 100,000.0000 100,000.00 0.100 10,000.00 1.000 100,000 344 ELECTRIC SERVICE (IRRIGATION) LS 25,000.0000 25,000.00 0.050 1,250.00 0.950 23,750 (LOCATION 1) PROGRAM CAS145 PAGE 14 DATE 11/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297624 TIME 10:46 AM ESTIMATE NO. 035 BID OPENING 06/25/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: RIHANI, RAIF DATE OF THIS ESTIMATE 11/27/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 345 ELECTRIC SERVICE (IRRIGATION) LS 25,000.0000 25,000.00 0.232 5,800.00 1.000 25,000 (LOCATION 2) 346 ELECTRIC SERVICE (IRRIGATION) LS 25,000.0000 25,000.00 0.200 5,000.00 1.000 25,000 (LOCATION 3) 347 TRAFFIC OPERATIONS SYSTEM LS 25,000.0000 25,000.00 0.250 6,250.00 1.000 25,000 PROGRAM CAS145 PAGE 15 DATE 11/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297624 TIME 10:46 AM ESTIMATE NO. 035 BID OPENING 06/25/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: RIHANI, RAIF DATE OF THIS ESTIMATE 11/27/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,673,669.84 30,295,210.55 ADJUSTMENT OF COMPENSATION 0.00 129,490.63 EXTRA WORK 844,838.09 5,412,086.97 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,518,507.93 35,836,788.15 348 MOBILIZATION LS 3,230,000.0000 3,230,000.00 1.000 3,230,000 ORIGINAL CONTRACT AMOUNT 34,721,242.16 TOTAL WORK COMPLETED 2,518,507.93 39,066,788.15 MATERIALS ON HAND ON SITE -58,580.20 44,163.58 DEDUCTIONS 0.00 0.00 TOTAL 2,459,927.73 39,110,951.73 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 10/20/15 700 11/10/15 11/10/15 11/20/18 536 127 44 0 93% 72% PROGRESS IS SATISFACTORY RIHANI, RAIF RESIDENT ENGINEER PROGRAM CAS145 DATE 11/27/18