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 02/23/18 EST. NO. 048 TIME 05:33 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 --------------------------------------------------------------------------- 003 0081 8,155.19 E.W. @ F.A.(+) 111817 N 1062.0 0082 266.62 053017 N 1063.0 0083 339.16 112117 N 1064.0 0084 2,935.96 112217 N 1065.0 0085 2,457.81 060917 N 1066.0 0086 5,790.06 092117 N 1067.0 0087 3,313.62 092217 N 1068.0 0088 783.61 062017 N 1069.0 0089 354.13 070317 N 1070.0 0090 348.96 091317 N 1071.0 0091 7,631.62 100317 N 1072.0 0092 1,384.11 091417 N 1073.0 0093 1,783.74 112517 N 1074.0 0094 365.27 010418 N 1075.0 0095 512.53 010418 N 1076.0 0096 1,366.81 010518 N 1077.0 0097 1,024.72 112217 N 1080.0 0098 8,300.93 111817 N 1081.0 0099 10,211.80 112117 N 1084.0 0100 2,966.52 112617 N 1085.0 0101 1,416.14 112717 N 1086.0 0103 274.81 010418 N 1088.0 021 0046 3,418.48 E.W. @ F.A.(+) 030117 N 333010 0055 5,785.99 041117 Y 1048.0 0056 5,921.38 041317 Y 1049.0 0057 2,638.83 042517 Y 1050.0 040 0001 355,043.22 A.C. @ L.S.(+) 010318 N 1 0 041 0045 104,159.46 E.W. @ F.A.(+) 010218 Y 1200.0 042 0048 11,472.21 E.W. @ F.A.(+) 120117 N 1078.0 0049 14,963.61 120817 N 1079.0 0051 17,092.96 010318 N 1157.0 0052 17,092.96 010418 N 1158.0 0053 11,679.93 010518 N 1159.0 0054 7,743.70 010818 N 1160.0 0055 7,743.70 010918 N 1161.0 0056 10,817.77 011218 N 1164.0 0057 17,092.96 011518 N 1165.0 0058 18,584.45 011618 N 1166.0 0059 20,129.30 011718 N 1167.0 0060 11,554.95 011018 N 1162.0 0061 11,433.06 011118 N 1163.0 0062 18,764.64 011818 N 1168.0 0063 17,092.96 011918 N 1169.0 0064 19,088.66 012218 N 1170.0 0065 18,963.68 012318 N 1171.0 0066 18,070.28 012418 N 1172.0 0067 27,272.27 012618 N 1173.0 0068 18,394.30 012918 N 1174.0 0069 18,823.12 013018 N 1175.0 0070 19,892.44 013118 N 1176.0 0071 5,931.24 122717 N 1177.0 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 02/23/18 EST. NO. 048 TIME 05:33 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 --------------------------------------------------------------------------- 0072 7,911.31 010218 N 1178.0 0073 15,324.21 010318 N 1179.0 0074 14,729.66 010418 N 1180.0 0075 6,583.06 010518 N 1181.0 0076 22,119.38 011018 N 1182.0 0077 17,202.74 011118 N 1183.0 0078 14,173.06 011218 N 1184.0 0079 43,067.78 011518 N 1185.0 0080 26,344.48 011618 N 1186.0 0081 21,649.21 011718 N 1187.0 0082 21,094.73 011818 N 1188.0 0083 18,273.78 011918 N 1189.0 0084 22,039.06 012218 N 1190.0 0085 20,985.94 012318 N 1191.0 0086 13,168.24 012418 N 1192.0 0087 26,784.87 012618 N 1193.0 0088 18,510.75 012918 N 1194.0 0089 25,133.02 013018 N 1195.0 0090 25,141.28 013118 N 1196.0 0091 22,573.33 020118 N 1197.0 0092 16,002.92 020218 N 1198.0 045 0023 4,840.00 E.W. @ F.A.(+) 051017 Y 0922.0 0024 1,331.00 052317 Y 0918.0 048 0005 495.46 E.W. @ F.A.(+) 111417 N 1149.0 0007 849.73 112817 N 1151.0 0008 7,046.27 120617 N 1152.0 077 0001 1,253.20 E.W. @ F.A.(+) 122017 N 1082.0 080 0001 100,000.00 A.C. @ L.S.(+) 020918 N 1 0 081 0001 11,762.23 E.W. @ U.P (+) 020818 N 1 0 1,445,037.33 TOTAL THIS ESTIMATE 4,085,439.00 TOTAL PREVIOUS ESTIMATE 5,530,476.33 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 02/23/18 EST. NO. 048 TIME 05:33 PM R.E. NAME: FAYAD, HASSAN 07-215954 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NCR CONC DEDUCTION -243.54 027 CEM 4401 2016 S. W. -10,000.00 034 JAN/FEB 2017 2406 -306,067.00 036 JAN/FEB 2017 2406 306,067.00 038 LATE IPENING CLOSUR -4,600.00 048 -4,600.00 -14,843.54 LABOR COMPLIANCE VIOLATION 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 CPR NON-DEC 2017 -8,000.00 047 CPR NOV-DEC 8,000.00 048 DEC 17-JAN 18 CPR -10,000.00 048 -2,000.00 -10,000.00 TOTAL DEDUCTIONS -6,600.00 -24,843.54 PROGRAM CAS145 PAGE 1 DATE 02/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215954 TIME 05:33 PM ESTIMATE NO. 048 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 02/20/18 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 02/23/18 LOCATION 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 $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 7,500.0000 7,500.00 0.300 2,250 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,300.0000 2,970,000.00 20.000 66,000.00 780.000 2,574,000 004 CONSTRUCTION AREA SIGNS LS 76,000.0000 76,000.00 0.020 1,520.00 0.690 52,440 005 TRAFFIC CONTROL SYSTEM LS 465,000.0000 465,000.00 0.020 9,300.00 0.690 320,850 006 TYPE II BARRICADE EA 60.0000 840.00 11.000 660 007 TRAFFIC CONE EA 25.0000 1,775.00 0.000 0 008 TYPE III BARRICADE EA 100.0000 1,900.00 14.000 1,400 009 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 9,900.00 211.000 6,330 010 TEMPORARY RAILING (TYPE K) LF 13.3500 951,855.00 34,792.000 464,473 011 TEMPORARY CRASH CUSHION MODULE EA 190.0000 53,200.00 11.000 2,090.00 186.000 35,340 012 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 7,500.0000 7,500.00 0.000 0 013 JOB SITE MANAGEMENT LS 130,000.0000 130,000.00 0.020 2,600.00 0.740 96,200 014 PREPARE STORM WATER POLLUTION PREVENTION LS 4,500.0000 4,500.00 1.000 4,500 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 37,500.00 18.000 9,000 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 300.0000 15,900.00 6.000 1,800 017 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 3.000 6,000 018 TEMPORARY EROSION CONTROL BLANKET SQYD 2.0000 28,800.00 360.000 720 019 MOVE-IN/MOVE-OUT EA 620.0000 14,880.00 6.000 3,720 (TEMPORARY EROSION CONTROL) 020 TEMPORARY MULCH SQYD 0.2400 3,456.00 0.000 0 021 TEMPORARY SOIL BINDER SQYD 0.1100 8,250.00 22,495.000 2,474 022 TEMPORARY COVER SQYD 2.2500 63,675.00 5,461.970 12,289 PROGRAM CAS145 PAGE 2 DATE 02/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215954 TIME 05:33 PM ESTIMATE NO. 048 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 02/20/18 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 02/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 185.0000 31,450.00 14.000 2,590 024 TEMPORARY FIBER ROLL LF 2.7500 34,650.00 11,750.000 32,312 025 TEMPORARY GRAVEL BAG BERM LF 2.5000 56,000.00 1,525.000 3,812 026 TEMPORARY SILT FENCE LF 3.0000 15,150.00 445.000 1,335 027 TEMPORARY CONSTRUCTION ENTRANCE EA 2,800.0000 39,200.00 1.000 2,800.00 12.000 33,600 028 STREET SWEEPING LS 164,400.0000 164,400.00 0.020 3,288.00 0.740 121,656 029 TEMPORARY CONCRETE WASHOUT LS 118,000.0000 118,000.00 0.020 2,360.00 0.740 87,320 030 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4400 5,104.00 8,308.000 3,655 STRIPE (HAZARDOUS WASTE) 031 TREATED WOOD WASTE LB 0.4100 37,023.00 112,880.000 46,280 032 DISPOSAL OF PETROLEUM IMPACTED MATERIAL GAL 5.0000 14,150.00 0.000 0 033 REMOVE ABANDONED OIL PIPE LF 20.0000 43,600.00 10.000 200 034 ABANDON INLET EA 630.0000 630.00 0.000 0 035 ABANDON SEWER LF 17.8500 10,888.50 1,327.000 23,686 036 OBLITERATE SURFACING SQYD 1.3000 10,517.00 8,087.000 10,513 037 REMOVE FENCE LF 42.5000 3,825.00 85.000 3,612 038 REMOVE CHAIN LINK FENCE LF 7.8000 28,548.00 3,672.000 28,641 039 REMOVE METAL BEAM GUARD RAILING LF 9.8000 26,558.00 2,050.500 20,094 040 REMOVE DOUBLE METAL BEAM BARRIER LF 6.5000 30,420.00 4,915.000 31,947 041 REMOVE FLARED END SECTION EA 105.0000 210.00 0.000 0 042 REMOVE PAINTED TRAFFIC STRIPE LF 0.3700 66,230.00 18,067.000 6,684 043 REMOVE PAINTED PAVEMENT MARKING SQFT 2.1000 5,691.00 430.000 903 044 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 36,480.00 16,896.000 5,406 045 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.1000 66,570.00 111.000 233 046 REMOVE PAVEMENT MARKER EA 0.5300 8,798.00 4,571.000 2,422 047 REMOVE ROADSIDE SIGN EA 135.0000 13,230.00 34.000 4,590 048 REMOVE SIGN STRUCTURE (EA) EA 4,500.0000 31,500.00 5.000 22,500 049 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 2,350.00 600.000 3,000 PROGRAM CAS145 PAGE 3 DATE 02/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215954 TIME 05:33 PM ESTIMATE NO. 048 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 02/20/18 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 02/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE PIPE (LF) LF 17.8500 27,667.50 671.900 11,993 051 REMOVE REINFORCED CONCRETE BOX CULVERT CY 240.0000 43,200.00 0.000 0 (CY) 052 REMOVE INLET EA 1,155.0000 35,805.00 20.000 23,100 053 REMOVE HEADWALL EA 945.0000 24,570.00 1.000 945.00 11.000 10,395 054 REMOVE SEWER MANHOLE EA 1,945.0000 13,615.00 7.000 13,615 055 REMOVE CATCH BASIN EA 2,470.0000 17,290.00 4.000 9,880 056 CAP CATCH BASIN EA 1,705.0000 17,050.00 0.000 0 057 REMOVE RETAINING WALL (LF) LF 28.0000 38,080.00 1,438.000 40,264 058 REMOVE SEWER PIPE LF 29.4000 4,410.00 55.000 1,617 059 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 3.1500 82,215.00 3,589.000 11,305 060 REMOVE BASE AND SURFACING CY 17.0000 36,550.00 2,254.700 38,329 061 RELOCATE ROADSIDE SIGN EA 290.0000 10,440.00 0.000 0 062 ADJUST MANHOLE TO GRADE EA 1,260.0000 5,040.00 2.000 2,520 063 ADJUST SEWER MANHOLE EA 1,680.0000 6,720.00 3.000 5,040 064 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.2500 14,752.50 -821.800 -4,314.45 291.000 1,527 065 REMOVE CONCRETE (CY) CY 65.0000 15,600.00 221.400 14,391 066 REMOVE CONCRETE SIDEWALK AND DRIVEWAY CY 32.0000 26,560.00 1,133.040 36,257 067 REMOVE INTEROCK PAVER SQFT 1.5000 4,320.00 2,872.000 4,308 068 REMOVE CONCRETE (CURB AND GUTTER) LF 1.8000 59,940.00 40.000 72.00 27,016.000 48,628 069 REMOVE CONCRETE BARRIER LF 25.0000 3,000.00 120.000 3,000 070 REMOVE MASONRY BLOCK WALL LF 15.0000 6,000.00 18.000 270 071 REMOVE SOUND WALL (LF) LF 12.0000 60,960.00 5,156.000 61,872 072 CAP INLET EA 1,155.0000 1,155.00 0.000 0 073 SAND BACKFILL CY 105.0000 30,450.00 117.900 12,379 074 REMOVE RAILING LF 14.0000 5,600.00 400.000 5,600 075 BRIDGE REMOVAL, LOCATION A LS 157,500.0000 157,500.00 1.000 157,500 076 BRIDGE REMOVAL, LOCATION B LS 157,500.0000 157,500.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 02/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215954 TIME 05:33 PM ESTIMATE NO. 048 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 02/20/18 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 02/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CLEARING AND GRUBBING (LS) LS 338,000.0000 338,000.00 0.900 304,200 078 ROADWAY EXCAVATION CY 14.0000 2,100,000.00 27,409.830 383,737 079 ROADWAY EXCAVATION (TYPE Y-2) CY 29.9000 831,220.00 20,983.470 627,405 (AERIALLY DEPOSITED LEAD) 080 CHANNEL EXCAVATION CY 18.0000 35,100.00 12.000 216 081 STRUCTURE EXCAVATION (BRIDGE) CY 24.0000 384,000.00 15,610.000 374,640 (F) 082 STRUCTURE EXCAVATION (PUMPING PLANT) CY 29.4000 73,794.00 0.000 0 (F) 083 STRUCTURE BACKFILL (PUMPING PLANT) CY 70.6000 132,728.00 0.000 0 (F) 084 STRUCTURE EXCAVATION CY 32.0000 15,360.00 480.000 15,360 (F) (CULVERT PROTECTION) 085 STRUCTURE EXCAVATION (RETAINING WALL) CY 14.7500 374,414.00 2,514.000 37,081.50 24,933.000 367,761 (F) 086 STRUCTURE EXCAVATION (TYPE Y-2) CY 31.5000 266,836.50 60.000 1,890.00 8,200.000 258,300 (AERIALLY DEPOSITED LEAD) 087 STRUCTURE BACKFILL (BRIDGE) CY 39.4000 381,786.00 7,392.000 291,244 (F) 088 STRUCTURE BACKFILL (CULVERT PROTECTION) CY 194.0000 21,340.00 110.000 21,340 (F) 089 STRUCTURE BACKFILL (RETAINING WALL) CY 27.3000 1,238,491.80 31,962.000 872,562 (F) 090 PERVIOUS BACKFILL MATERIAL CY 95.0000 37,525.00 197.500 18,762 (F) 091 PERVIOUS BACKFILL MATERIAL (RETAINING CY 74.0000 231,916.00 2,319.000 171,606 (F) WALL) 092 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 173.0000 15,570.00 0.000 0 (F) 093 LEAN CONCRETE BACKFILL CY 153.0000 6,120.00 0.000 0 (F) 094 DITCH EXCAVATION CY 30.0000 1,380.00 0.000 0 095 IMPORTED BORROW (CY) CY 3.0000 103,800.00 11,770.000 35,310 096 TEMPORARY GEOFOAM BLOCK CY 100.0000 12,000.00 120.000 12,000 097 TEMPORARY GASOLINE RESISTANCE SQYD 26.0000 11,700.00 0.000 0 098 ROADSIDE CLEARING LS 16,800.0000 16,800.00 0.000 0 099 ROCK BLANKET SQYD 105.0000 337,050.00 0.000 0 100 MAINTENANCE DRAIN VALVE EA 525.0000 525.00 0.000 0 101 SOIL AMENDMENT CY 84.0000 35,280.00 0.000 0 102 MULCH CY 18.9000 29,673.00 0.000 0 103 COMMERCIAL FERTILIZER (SLOW RELEASE) LB 3.7000 6,919.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 02/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215954 TIME 05:33 PM ESTIMATE NO. 048 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 02/20/18 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 02/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PLANT (GROUP H) EA 0.5300 54,060.00 0.000 0 105 PLANT (GROUP I) EA 4.2000 30,534.00 0.000 0 106 PLANT (GROUP Z) EA 6,825.0000 675,675.00 0.000 0 ((PALM TREE)) 107 PLANT (GROUP A) EA 21.0000 25,200.00 0.000 0 108 PLANT (GROUP U) EA 184.0000 38,640.00 0.000 0 109 TURF (SOD) SQFT 1.0500 18,795.00 0.000 0 110 PLANT ESTABLISHMENT WORK LS 95,550.0000 95,550.00 0.000 0 111 CHECK AND TEST EXISTING IRRIGATION LS 7,875.0000 7,875.00 0.000 0 FACILITIES 112 CONTROL AND NEUTRAL CONDUCTORS LS 68,250.0000 68,250.00 0.000 0 113 3/4" ELECTRIC REMOTE CONTROL VALVE EA 315.0000 1,260.00 0.000 0 114 1" ELECTRIC REMOTE CONTROL VALVE EA 368.0000 23,920.00 0.000 0 115 1 1/2" ELECTRIC REMOTE CONTROL VALVE EA 420.0000 6,300.00 0.000 0 116 2" ELECTRIC REMOTE CONTROL VALVE EA 475.0000 1,425.00 0.000 0 117 4 STATION IRRIGATION CONTROLLER (SOLAR) EA 3,675.0000 7,350.00 0.000 0 118 6 STATION IRRIGATION CONTROLLER (SOLAR) EA 4,200.0000 4,200.00 0.000 0 119 16 STATION IRRIGATION CONTROLLER EA 3,675.0000 11,025.00 0.000 0 120 12 STATION IRRIGATION CONTROLLER EA 4,200.0000 8,400.00 0.000 0 (WALL MOUNTED) 121 24 STATION IRRIGATION CONTROLLER EA 5,250.0000 15,750.00 0.000 0 (WALL MOUNTED) 122 SUBSURFACE DRIP IRRIGATION PIPE LF 3.1500 88,200.00 0.000 0 123 IRRIGATION CONTROLLER ENCLOSURE EA 2,625.0000 18,375.00 0.000 0 CABINET 124 BACKFLOW PREVENTER ASSEMBLY ENCLOSURE EA 2,625.0000 7,875.00 0.000 0 125 2" BACKFLOW PREVENTER ASSEMBLY EA 2,625.0000 7,875.00 0.000 0 126 SPRINKLER (TYPE A-5) EA 52.5000 14,700.00 0.000 0 127 SPRINKLER (TYPE B-1) EA 31.5000 3,465.00 0.000 0 128 SPRINKLER (TYPE C-2 MOD) EA 47.2500 63,787.50 0.000 0 129 2" GATE VALVE EA 420.0000 1,680.00 0.000 0 130 3" GATE VALVE EA 840.0000 1,680.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 02/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215954 TIME 05:33 PM ESTIMATE NO. 048 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 02/20/18 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 02/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 2.7000 58,023.00 0.000 0 (F) LINE) 132 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 1.5000 7,533.00 0.000 0 (F) LINE) 133 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 3.3000 18,552.60 0.000 0 (F) (SUPPLY LINE) 134 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 5.9000 24,685.60 0.000 0 (F) (SUPPLY LINE) 135 2" PLASTIC PIPE (SCHEDULE 40) LF 5.0000 22,810.00 0.000 0 (F) (SUPPLY LINE) 136 3" PLASTIC PIPE (SCHEDULE 40) LF 4.7500 9,666.25 0.000 0 (F) (SUPPLY LINE) 137 8" PLASTIC PIPE (SCHEDULE 40) LF 16.3000 880.20 0.000 0 (F) (SUPPLY LINE) 138 AIR/VACUMM RELIEF VALVE EA 68.0000 1,020.00 0.000 0 139 AUTOMATIC FLUSH VALVE EA 63.0000 945.00 0.000 0 140 1" BALL VALVE EA 236.0000 944.00 0.000 0 141 1-1/4" BALL VALVE EA 263.0000 789.00 0.000 0 142 1-1/2" BALL VALVE EA 315.0000 6,615.00 0.000 0 143 2" BALL VALVE EA 368.0000 4,048.00 0.000 0 144 6" BITUMINOUS COATED STEEL PIPE LF 63.0000 8,190.00 0.000 0 CONDUIT (.064" THICK) 145 6" WELDED STEEL PIPE CONDUIT LF 79.2500 65,777.50 0.000 0 (.250" THICK) 146 HYDROMULCH SQFT 0.1100 4,840.00 0.000 0 147 HYDROSEED SQFT 0.6700 29,480.00 0.000 0 148 CLASS 4 AGGREGATE SUBBASE CY 22.7000 177,060.00 6,442.470 146,244 149 CLASS 2 AGGREGATE BASE (CY) CY 29.6000 449,920.00 11,299.830 334,474 150 CLASS 3 AGGREGATE BASE (CY) CY 20.0000 826,000.00 14,617.540 292,350 151 LEAN CONCRETE BASE CY 112.9000 2,314,450.00 3,005.700 339,343 152 HOT MIX ASPHALT TON 78.3000 2,709,180.00 236.250 18,498.38 17,943.120 1,404,946 153 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 4.5000 3,195.00 0.000 0 (PAVING FABRIC) 154 DATA CORE LS 9,000.0000 9,000.00 0.000 0 155 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 4.6500 418.50 0.000 0 156 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.6500 2,604.00 0.000 0 157 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.6500 13,996.50 0.000 0 PROGRAM CAS145 PAGE 7 DATE 02/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215954 TIME 05:33 PM ESTIMATE NO. 048 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 02/20/18 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 02/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.6500 930.00 0.000 0 159 PLACE HOT MIX ASPHALT SQYD 18.4000 10,488.00 0.000 0 (MISCELLANEOUS AREA) 160 TACK COAT TON 650.0000 5,200.00 0.000 0 161 JOINTED PLAIN CONCRETE PAVEMENT CY 148.8500 4,926,935.00 4,348.450 647,266 162 SEAL PAVEMENT JOINT LF 2.8000 372,400.00 0.000 0 163 SEAL ISOLATION JOINT LF 12.6000 176,400.00 0.000 0 164 CRACK EXISTING CONCRETE PAVEMENT SQYD 1.8000 23,400.00 11,722.220 21,100 165 GROUND ANCHOR (SUBHORIZONTAL) EA 4,660.0000 172,420.00 0.000 0 166 RETAINING WALL (MASONRY WALL) SQFT 33.0000 12,804.00 388.000 12,804 (F) 167 JACKING SUPERSTRUCTURE LS 305,400.0000 305,400.00 0.000 0 168 16" PVC PIPE CASING LF 177.5000 59,640.00 336.000 59,640 169 STEEL SOLDIER PILE (W 12 X 40) LF 58.0000 91,060.00 0.000 0 170 FURNISH STEEL PILING (HP 14 X 89) LF 45.5500 551,155.00 12,071.000 549,834 171 DRIVE STEEL PILE (HP 14 X 89) EA 1,050.0000 325,500.00 114.000 119,700.00 309.000 324,450 172 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 59.5000 497,717.50 8,057.920 479,446 173 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 51.0000 4,410,735.00 86,980.600 4,436,010 174 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 206.0000 1,847,820.00 2,034.750 419,158.50 8,970.000 1,847,820 175 FURNISH PILING (CLASS 90) LF 33.6000 1,227,072.00 104.620 3,515.23 16,094.130 540,762 (ALTERNATIVE X) 176 DRIVE PILE (CLASS 90) (ALTERNATIVE X) EA 840.0000 997,080.00 253.000 212,520.00 1,157.000 971,880 177 60" CAST-IN-DRILLED-HOLE CONCRETE LF 560.0000 117,600.00 81.000 45,360 PILE (SIGN FOUNDATION) 178 36" DRILLED HOLE LF 32.5000 16,250.00 0.000 0 179 PRESTRESSING CAST-IN-PLACE CONCRETE LS 421,100.0000 421,100.00 0.500 210,550 180 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 247.0000 694,070.00 110.000 27,170.00 2,346.000 579,462 (F) 181 STRUCTURAL CONCRETE, BRIDGE CY 561.0000 5,466,945.00 71.000 39,831.00 6,041.000 3,389,001 (F) 182 STRUCTURAL CONCRETE, RETAINING WALL CY 370.0000 6,086,870.00 802.000 296,740.00 14,958.000 5,534,460 (F) 183 STRUCTURE CONCRETE (PUMPING PLANT) CY 567.0000 320,355.00 0.000 0 (F) 184 STRUCTURAL CONCRETE, APPROACH SLAB CY 552.0000 262,752.00 215.000 118,680 (F) (TYPE N) PROGRAM CAS145 PAGE 8 DATE 02/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215954 TIME 05:33 PM ESTIMATE NO. 048 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 02/20/18 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 02/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 STRUCTURAL CONCRETE, BOX CULVERT CY 952.0000 266,560.00 280.000 266,560.00 280.000 266,560 (F) 186 STRUCTURAL CONCRETE, CULVERT PROTECTION CY 410.0000 92,250.00 225.000 92,250 (F) 187 MINOR CONCRETE (MINOR STRUCTURE) CY 1,418.0000 650,862.00 7.500 10,635.00 228.820 324,466 (F) 188 MINOR CONCRETE (BACKFILL) CY 152.0000 912.00 0.000 0 (F) 189 ARCHITECTURAL TREATMENT (SPLIT SLATE) SQFT 3.1500 103,020.75 3,002.000 9,456.30 20,757.000 65,384 (F) 190 ARCHITECTURAL TREATMENT SQFT 44.1000 290,619.00 3,115.000 137,371 (F) (SUNRAY-SPLIT SLATE) 191 ARCHITECTURAL TREATMENT SQFT 2.6500 197,849.00 71,731.120 190,087 (F) (SPLIT SLATE-FRACTURED RIB) 192 FRACTURED RIB TEXTURE SQFT 14.7000 11,760.00 0.000 0 (F) 193 CONCRETE (RAPID SETTING) CY 550.0000 18,700.00 0.000 0 194 FURNISH PRECAST PRESTRESSED CONCRETE EA 21,000.0000 819,000.00 19.000 399,000 GIRDER (70'-80') 195 ERECT PRECAST PRESTRESSED CONCRETE EA 3,425.0000 133,575.00 19.000 65,075 (F) GIRDER 196 MASONRY BLOCK WALL SQFT 26.2500 3,675.00 0.000 0 (F) 197 PILASTER, SOUND WALL CY 1,435.0000 119,105.00 63.000 90,405 198 JOINT SEAL (MR 1") LF 43.0000 19,780.00 111.000 4,773 199 JOINT SEAL (MR 2") LF 70.0000 26,810.00 0.000 0 200 BAR REINFORCING STEEL (BRIDGE) LB 0.9200 3,853,512.00 688,715.000 633,617.80 3,155,267.000 2,902,845 (F) 201 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8800 4,018,207.60 311,463.000 274,087.44 4,178,749.000 3,677,299 (F) 202 BAR REINFORCING STEEL (BOX CULVERT) LB 0.8700 40,994.40 0.000 0 (F) 203 BAR REINFORCING STEEL LB 0.8800 19,800.00 22,500.000 19,800 (F) (CULVERT PROTECTION) 204 BAR REINFORCING STEEL (PUMPING PLANT) LB 1.1200 159,376.00 0.000 0 (F) 205 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 206 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 4.6000 37,628.00 0.000 0 (F) WITH WALKWAY) 207 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 1.2000 9,816.00 0.000 0 (F) WITH WALKWAY) 208 FURNISH SIGN STRUCTURE (TRUSS) LB 3.2000 393,536.00 41,103.000 131,529 (F) 209 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3200 39,353.60 23,934.000 7,658 (F) 210 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 13.0000 20,410.00 382.000 4,966 211 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 23.0000 8,740.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 02/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215954 TIME 05:33 PM ESTIMATE NO. 048 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 02/20/18 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 02/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 22.0000 4,400.00 0.000 0 213 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 12,900.00 0.000 0 (0.063"-UNFRAMED) 214 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 4,730.00 0.000 0 (0.080"-UNFRAMED) 215 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 2,210.00 0.000 0 (0.063"-FRAMED) 216 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 795.00 0.000 0 (0.080"-FRAMED) 217 METAL (BARRIER MOUNTED SIGN) LB 20.0000 17,400.00 0.000 0 218 METAL (MEDIAN BARRIER MOUNTED SIGN) LB 16.0000 92,800.00 0.000 0 219 ROADSIDE SIGN-ONE POST (METAL) EA 450.0000 22,050.00 0.000 0 220 ROADSIDE SIGN - ONE POST EA 400.0000 10,800.00 0.000 0 221 ROADSIDE SIGN - TWO POST EA 950.0000 9,500.00 0.000 0 222 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 135.0000 4,455.00 0.000 0 METHOD) 223 INSTALL SIGN PANEL EA 150.0000 450.00 0.000 0 (BARRIER/WALL MOUNTED) 224 TIMBER LAGGING MFBM 2,204.0000 44,080.00 0.000 0 (F) 225 SOUND WALL (MASONRY BLOCK) SQFT 11.8000 895,443.00 58,913.000 695,173 (F) 226 18" PLASTIC PIPE LF 79.0000 3,713.00 0.000 0 227 12" REINFORCED CONCRETE PIPE LF 66.0000 6,600.00 0.000 0 228 18" REINFORCED CONCRETE PIPE LF 56.0000 160,160.00 24.000 1,344.00 1,622.300 90,848 229 24" REINFORCED CONCRETE PIPE LF 57.0000 328,890.00 3,911.000 222,927 230 27" REINFORCED CONCRETE PIPE LF 84.0000 131,040.00 951.000 79,884 231 48" REINFORCED CONCRETE PIPE LF 182.0000 478,660.00 276.000 50,232.00 2,303.500 419,237 232 12" CORRUGATED STEEL PIPE (.079" THICK) LF 157.5000 630.00 0.000 0 233 48" CORRUGATED STEEL PIPE (.079" THICK) LF 2,595.0000 7,785.00 0.000 0 234 WELDED STEEL PIPE CASING (BRIDGE) LF 125.0000 6,625.00 44.000 5,500 235 18" CONCRETE FLARED END SECTION EA 790.0000 1,580.00 0.000 0 236 36" PRECAST CONCRETE PIPE MANHOLE LF 158.0000 20,540.00 4.000 632.00 64.400 10,175 237 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 125.0000 6,000.00 0.000 0 (CY) 238 CONCRETE (CHANNEL LINING) CY 600.0000 33,600.00 8.700 5,220 PROGRAM CAS145 PAGE 10 DATE 02/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215954 TIME 05:33 PM ESTIMATE NO. 048 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 02/20/18 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 02/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.0000 750.00 0.000 0 240 MINOR CONCRETE (GUTTER) (LF) LF 35.0000 5,950.00 0.000 0 241 DETECTABLE WARNING SURFACE SQFT 35.7000 15,708.00 220.000 7,854 242 MINOR CONCRETE (GUTTER DEPRESSION) CY 352.0000 11,264.00 0.000 0 243 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 352.0000 612,480.00 1,268.640 446,561 AND DRIVEWAY) 244 MINOR CONCRETE (MEDIAN CURB) CY 667.0000 20,010.00 7.460 4,975 245 MINOR CONCRETE (TEXTURED PAVING) CY 650.0000 58,500.00 60.230 39,149 246 INTERLOCKING PAVER SQFT 12.0000 37,440.00 0.000 0 247 MINOR CONCRETE (CURB RAMP) CY 383.0000 19,533.00 26.360 10,095 248 DRAINAGE PUMPING EQUIPMENT LS 488,100.0000 488,100.00 0.000 0 249 PUMPING PLANT ELECTRICAL EQUIPMENT LS 328,100.0000 328,100.00 0.000 0 250 MISCELLANEOUS IRON AND STEEL LB 1.5500 66,336.90 580.000 899.00 12,126.000 18,795 (F) 251 MISCELLANEOUS METAL LB 5.0000 1,840.00 0.000 0 (F) 252 MISCELLANEOUS METAL (BRIDGE) LB 3.0000 29,085.00 1,700.000 5,100 (F) 253 BRIDGE DECK DRAINAGE SYSTEM LB 4.7000 48,034.00 0.000 0 (F) 254 PUMPING PLANT METAL WORK LB 8.7700 175,838.50 0.000 0 (F) 255 ABANDON SEWER MANHOLE EA 1,155.0000 4,620.00 0.000 0 256 MINOR CONCRETE (CONCRETE ENCASEMENT) CY 152.0000 304.00 0.000 0 257 ADJUST MANHOLE TO GRADE (SEWER) EA 1,785.0000 21,420.00 0.000 0 258 8" VITRIFIED CLAY SEWER PIPE LF 107.0000 108,070.00 989.000 105,823 259 27" VITRIFIED CLAY SEWER PIPE LF 165.0000 123,750.00 744.000 122,760 260 CAP SEWER MANHOLE EA 735.0000 735.00 1.000 735 261 48" SANITARY SEWER MANHOLE EA 4,935.0000 34,545.00 7.000 34,545 262 60" SANITARY SEWER MANHOLE EA 19,425.0000 38,850.00 2.000 38,850 263 72" SANITARY SEWER MANHOLE EA 21,630.0000 21,630.00 1.000 21,630 264 96" SANITARY SEWER MANHOLE EA 25,830.0000 25,830.00 1.000 25,830 265 JACKED 48" WELDED STEEL PIPE LF 950.0000 247,000.00 250.000 237,500 (0.69" THICK) PROGRAM CAS145 PAGE 11 DATE 02/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215954 TIME 05:33 PM ESTIMATE NO. 048 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 02/20/18 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 02/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 JACKED 24" REINFORCED CONCRETE PIPE LF 759.0000 174,570.00 0.000 0 (CLASS V) 267 JACKED 48" REINFORCED CONCRETE PIPE LF 832.0000 291,200.00 0.000 0 (CLASS V) 268 TEMPORARY FENCE (TYPE CL-6) LF 23.1000 16,632.00 680.000 15,708 269 TEMPORARY CHAIN LINK FENCE WITH PRIVACY LF 14.7000 176,400.00 8,239.000 121,113 SCREEN (TYPE CL-6) 270 CHAIN LINK FENCE (TYPE CL-6) LF 27.0000 12,690.00 206.000 5,562 271 12' CHAIN LINK GATE (TYPE CL-6) EA 3,265.0000 3,265.00 0.000 0 272 12' TEMPORARY CHAIN LINK GATE EA 3,265.0000 22,855.00 7.000 22,855 (TYPE CL-6) 273 MILEPOST MARKER EA 105.0000 1,890.00 0.000 0 274 METAL BEAM GUARD RAILING (WOOD POST) LF 36.2000 28,236.00 0.000 0 275 CHAIN LINK RAILING (TYPE 3 MODIFIED) LF 122.0000 118,950.00 0.000 0 (F) 276 PEDESTRIAN RAILING LF 142.5000 95,760.00 0.000 0 (F) 277 TUBULAR HANDRAILING LF 57.5500 75,966.00 908.000 52,255 (F) 278 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 147.0000 143,325.00 425.000 62,475 (F) 279 HANDRAILING LF 177.2000 44,300.00 0.000 0 280 CABLE RAILING LF 27.3000 19,110.00 0.000 0 (F) 281 TRANSITION RAILING (TYPE WB) EA 3,775.0000 22,650.00 0.000 0 282 END CAP (TYPE TC) EA 630.0000 2,520.00 0.000 0 283 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,365.0000 5,460.00 0.000 0 284 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,375.0000 37,125.00 0.000 0 285 CRASH CUSHION (REACT 9CBB) EA 71,500.0000 71,500.00 0.000 0 286 CONCRETE BARRIER (TYPE 60C) LF 95.0000 15,200.00 0.000 0 287 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 288 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 53.2500 129,397.50 0.000 0 289 CONCRETE BARRIER (TYPE 60G) LF 53.1500 178,052.50 0.000 0 290 CONCRETE BARRIER (TYPE 60GA) LF 69.9000 9,506.40 0.000 0 291 CONCRETE BARRIER (TYPE 60GC) LF 70.6000 67,070.00 0.000 0 292 CONCRETE BARRIER (TYPE 60GE) LF 283.0000 155,650.00 0.000 0 PROGRAM CAS145 PAGE 12 DATE 02/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215954 TIME 05:33 PM ESTIMATE NO. 048 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 02/20/18 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 02/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 293 CONCRETE BARRIER (TYPE 60R MODIFIED) LF 388.0000 11,252.00 0.000 0 294 CONCRETE BARRIER (TYPE 732A MODIFIED) LF 82.0000 22,960.00 0.000 0 (F) 295 CONCRETE BARRIER (TYPE 736B MODIFIED) LF 135.0000 51,570.00 0.000 0 (F) 296 CONCRETE BARRIER (TYPE 736A) LF 73.0000 10,220.00 140.000 10,220 (F) 297 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 79.0000 21,172.00 268.000 21,172 (F) 298 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 72.0000 508,536.00 4,725.000 340,200 (F) 299 CONCRETE BARRIER (TYPE 736SV MODIFIED) LF 85.0000 151,725.00 1,685.000 143,225 (F) 300 CALIFORNIA ST-10 BRIDGE RAIL LF 206.0000 140,904.00 210.000 43,260 (F) 301 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4200 52,920.00 0.000 0 302 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7400 136,900.00 0.000 0 303 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 3,816.00 0.000 0 (BROKEN 12-3) 304 THERMOPLASTIC PAVEMENT MARKING SQFT 3.1500 32,130.00 0.000 0 305 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 72.80 0.000 0 (BROKEN 6-1) 306 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 28,080.00 0.000 0 (BROKEN 36-12) 307 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 2,782.00 0.000 0 (BROKEN 17-7) 308 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5800 5,858.00 0.000 0 (BROKEN 36-12) 309 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2100 45,360.00 134,251.570 28,192 310 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.6500 9,407.50 1,626.000 4,308 311 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0500 17,010.00 3,280.000 3,444 312 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.6500 44,520.00 1,117.000 2,960 313 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,500.0000 10,500.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 314 SIGNAL AND LIGHTING (LOCATION 1) LS 236,250.0000 236,250.00 0.284 67,095 315 LIGHTING (CITY STREET) LS 446,250.0000 446,250.00 0.009 4,016.25 0.765 341,381 316 LIGHTING (TUNNEL) LS 63,000.0000 63,000.00 0.371 23,373 317 INTERCONNECTION CONDUIT AND CABLE (LS) LS 73,500.0000 73,500.00 0.030 2,205.00 0.291 21,388 318 WORK AT NORWALK HUB BUILDING AND LOS LS 9,450.0000 9,450.00 0.000 0 ANGELES REGIONAL TRANSPORTATION MANAGEMENT CENTER PROGRAM CAS145 PAGE 13 DATE 02/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215954 TIME 05:33 PM ESTIMATE NO. 048 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 02/20/18 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 02/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 319 MODIFY COMMUNICATION SYSTEM LS 525,000.0000 525,000.00 0.210 110,250 320 ELECTRIC SERVICE (IRRIGATION) LS 10,500.0000 10,500.00 0.460 4,830 321 INDUCTIVE LOOP DETECTOR (LS) LS 84,000.0000 84,000.00 0.000 0 322 MICROWAVE VEHICLE DETECTION SYSTEM LS 52,500.0000 52,500.00 0.724 38,010 (TEMPORARY) 323 MODIFY TRAFFIC MONITORING STATION LS 157,500.0000 157,500.00 0.205 32,287 324 MODIFY RAMP METERING SYSTEM LS 210,000.0000 210,000.00 0.519 108,990 325 TEMPORARY RAMP METERING SYSTEM LS 21,000.0000 21,000.00 0.789 16,569 326 TEMPORARY TRAFFIC MONITORING STATION LS 31,500.0000 31,500.00 0.109 3,433 327 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 288,750.0000 288,750.00 1.000 288,750 328 MODIFY LIGHTING AND SIGN ILLUMINATION LS 556,500.0000 556,500.00 0.366 203,679 329 MODIFY SIGNAL AND LIGHTING LS 341,250.0000 341,250.00 0.009 3,071.25 0.959 327,258 (CITY STREET LOCATION 3) 330 TEMPORARY SIGNAL SYSTEM LS 273,000.0000 273,000.00 0.000 0 (CITY STREET LOCATION 4) 331 MODIFY SIGNAL AND LIGHTING LS 21,000.0000 21,000.00 0.484 10,164 (CITY STREET LOCATION 5) 332 TEMPORARY LIGHTING AND SIGN ILLUMINATION LS 315,000.0000 315,000.00 0.384 120,960 333 SYSTEM TESTING AND DOCUMENTATION LS 15,750.0000 15,750.00 0.000 0 334 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 335 MODIFY SIGNAL AND LIGHTING (LOCATION 6) LS 168,000.0000 168,000.00 0.937 157,416 336 GUARD POST EA 300.0000 1,500.00 0.000 0 PROGRAM CAS145 PAGE 14 DATE 02/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215954 TIME 05:33 PM ESTIMATE NO. 048 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 02/20/18 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 02/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,519,521.20 44,430,504.00 ADJUSTMENT OF COMPENSATION 455,043.22 1,372,911.16 EXTRA WORK 989,994.11 4,157,565.17 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,964,558.53 49,960,980.33 337 MOBILIZATION LS 4,700,000.0000 4,700,000.00 1.000 4,700,000 ORIGINAL CONTRACT AMOUNT 79,220,576.40 TOTAL WORK COMPLETED 3,964,558.53 54,660,980.33 MATERIALS ON HAND ON SITE -56,375.00 813,953.32 DEDUCTIONS -6,600.00 -24,843.54 TOTAL 3,901,583.53 55,450,090.11 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 05/13/14 1150 02/02/15 07/14/14 12/18/18 691 203 69 0 64% 57% PROGRESS IS SATISFACTORY FAYAD, HASSAN RESIDENT ENGINEER PROGRAM CAS145 DATE 02/23/18