PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 01/22/20 EST. NO. 050 TIME 03:59 PM R.E. NAME: AL-KHATEEB, TAGHREED 08-3555V4 --------------------------------------------------------------------------- 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 0679 259.25 E.W. @ F.A.(+) 110719 N 1534.0 0681 289.19 111319 N 1542.0 0682 601.66 111319 N 1543.0 0683 289.19 111419 N 1545.0 0684 301.05 112519 N 1547.0 0685 330.50 102219 N 1552.0 0686 289.19 102319 N 1553.0 0687 464.86 102419 N 1554.0 0688 495.87 111419 N 1558.0 0689 339.03 111519 N 1559.0 0690 357.10 112519 N 1561.0 0691 1,144.98 121219 N 1568.0 0692 795.99 121919 N 1571.0 0693 864.39 120919 N 1575.0 0694 548.16 120919 N 1576.0 0695 1,597.23 120619 N 1578.0 0696 227.22 110419 N 1579.0 0697 289.19 121919 N 1580.0 0698 330.50 102819 N 1581.0 0699 1,312.87 121019 N 1582.0 0700 1,228.93 121119 N 1583.0 006 0169 828.74 E.W. @ F.A.(+) 121919 N 1569.0 0170 273.07 120919 N 1585.0 0171 6,438.79 120419 N 1593.0 020 0014 6,090.00 E.W. @ L.S.(+) 122016 N 14 0 043 0002 15,626.20 A.C. @ L.S.(+) 012020 N 2 0 045 0007 4,995.30 E.W. @ L.S.(+) 012020 N 7 0 048 0001-1 -10,500.00 A.C. @ L.S.(+) 051518 N 1057.0 DAO CORRECTING ENTRY 0003-1 -10,336.21 111818 N 1 0 DAO CORRECTING ENTRY 0007 36,263.26 012020 N 7 0 071 0010 431,180.00 E.W. @ F.A.(+) 103019 N 0010 0 0011 19,061.81 A.C. @ U.P.(+) 012020 N 11 0 0012 26,520.00 A.C. @ L.S.(+) 012020 N 12 0 077 0001 76,506.19 A.C. @ L.S.(+) 061519 N 1 0 080 0001 12,328.00 E.W. @ L.S.(+) 123019 N 1 0 627,631.50 TOTAL THIS ESTIMATE 6,557,191.93 TOTAL PREVIOUS ESTIMATE 7,184,823.43 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 01/22/20 EST. NO. 050 TIME 03:59 PM R.E. NAME: AL-KHATEEB, TAGHREED 08-3555V4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FEDERAL EEO REPORT -10,000.00 018 FEDERAL EEO REPORT 10,000.00 019 BORDER'S WAGE CASE -203,468.64 037 BORDER'S WAGE CASE 166,500.00 039 BORDER'S WAGE CASE 36,968.64 040 FHWA 1391 -10,000.00 045 FHWA 1391 10,000.00 046 0.00 0.00 LABOR COMPLIANCE VIOLATION AMES CPR/FBS -1,000.00 008 ENVIRREM CPR/FBS -1,000.00 008 FENCECORP CPR/FBS -1,000.00 008 INSTITECH CPR/FBS -1,000.00 008 AMES CPR/FBS 1,000.00 009 ENVIRREM CPR/FBS 1,000.00 009 FENCECORP CPR/FBS 1,000.00 009 INSTITECH CPR/FBS 1,000.00 009 MISS APP CERT AMES -1,000.00 024 CRP ZEFIROS -1,000.00 024 MISS APP CERT REBAR -1,000.00 024 MISS APP CERT FENCE -1,000.00 024 MISS APP CER GRIFFI -1,000.00 024 AMES APPRENTICE CERT 1,000.00 027 FBS-ZEFIROS -1,000.00 027 INTEG APP CERT 1,000.00 027 MISS APP CERT -5,000.00 027 ZEFIRO PAYROLLS 1,000.00 027 FBS-ZEFIROS 1,000.00 031 MISS APP CERT FENCE 1,000.00 032 APP CERT/GARNISHMENT -1,000.00 035 RELEASE 6,000.00 037 MISSING APP CERTS -5,000.00 039 MISSING DOCS -5,000.00 041 MISSING CPR 5,000.00 042 MISSING APP CERT/CPR -5,000.00 042 INADEQ CPR -10,000.00 044 INADEQ CPR 10,000.00 046 INADEQ SEPT CPR/FBS -10,000.00 046 MISS APP CERT GRIFFI 1,000.00 046 MISSING APP CERTS 5,000.00 046 MISSING APP CERT/CPR 5,000.00 046 INADEQ/CPR/FBS SEPT 10,000.00 048 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 01/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555V4 TIME 03:59 PM ESTIMATE NO. 050 BID OPENING 08/27/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/20 R.E. NAME: AL-KHATEEB, TAGHREED DATE OF THIS ESTIMATE 01/22/20 LOCATION PROGRESS ESTIMATE 08-SBD-15-42.5/46.0 ----------------- AMES CONSTRUCTION INC. IN SAN BERNARDINO COUNTY IN 2000 AMES DRIVE VICTORVILLE FROM 0.5 MI N/O MOJAVE BURSNVILLE, MN 55306 DRIVE TO 1.5 MI N/O STODDARD WELLS ROAD OVERCROSSING FED. AID NO. NHPI-015 -1(237) ,146E- ( ) ,STPL-N620-8(29) WIDEN I-15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 0.750 7,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 1.000 10,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 4,500.0000 2,925,000.00 11.000 49,500.00 835.000 3,757,500 004 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 1.000 100,000 005 TRAFFIC CONTROL SYSTEM LS 1,000,000.0000 1,000,000.00 1.000 1,000,000 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 45,000.00 249,328.000 62,332 007 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 13,600.00 379.000 15,160 008 CHANNELIZER (SURFACE MOUNTED) EA 55.0000 1,760.00 0.000 0 (LEFT IN PLACE) 009 FLASHING BEACON (PORTABLE) EA 5,000.0000 20,000.00 4.000 20,000 010 TEMPORARY PAVEMENT MARKER EA 4.0000 11,920.00 2,883.000 11,532 011 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 10,000.0000 40,000.00 8.000 80,000 012 TEMPORARY RAILING (TYPE K) LF 14.0000 634,200.00 58,510.000 819,140 013 TEMPORARY CRASH CUSHION MODULE EA 275.0000 173,250.00 813.000 223,575 014 TEMPORARY TRAFFIC SCREEN LF 1.0000 45,000.00 0.000 0 015 JOB SITE MANAGEMENT LS 100,000.0000 100,000.00 1.000 100,000 016 PREPARE STORM WATER POLLUTION PREVENTION LS 10,000.0000 10,000.00 0.900 9,000 PLAN 017 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 4.000 8,000 018 MOVE-IN/MOVE-OUT EA 750.0000 15,000.00 7.000 5,250 (TEMPORARY EROSION CONTROL) 019 TEMPORARY SOIL BINDER SQYD 0.1700 68,000.00 45,454.200 7,727 020 TEMPORARY CHECK DAM LF 5.0000 90,000.00 2,896.000 14,480 021 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 4,000.00 46.000 9,200 022 TEMPORARY FIBER ROLL LF 2.5000 87,500.00 8,100.000 20,250.00 61,202.500 153,006 PROGRAM CAS145 PAGE 2 DATE 01/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555V4 TIME 03:59 PM ESTIMATE NO. 050 BID OPENING 08/27/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/20 R.E. NAME: AL-KHATEEB, TAGHREED DATE OF THIS ESTIMATE 01/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY SILT FENCE LF 2.5000 100,000.00 24,350.500 60,876 024 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 28,000.00 11.000 38,500 025 STREET SWEEPING LS 100,000.0000 100,000.00 1.000 100,000 026 TEMPORARY CONCRETE WASHOUT LS 25,000.0000 25,000.00 1.000 25,000 027 ASBESTOS COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000 028 TEMPORARY FENCE (TYPE ESA) LF 5.0000 51,500.00 20,517.000 102,585 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4000 13,960.00 31,965.000 12,786 STRIPE (HAZARDOUS WASTE) 030 WORK AREA MONITORING (BRIDGE) LS 25,000.0000 25,000.00 1.000 25,000 031 TREATED WOOD WASTE LB 0.3000 19,500.00 44,420.000 13,326 032 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 100,000.0000 100,000.00 1.000 100,000 033 NATURAL RESOURCE PROTECTION PLAN LS 5,000.0000 5,000.00 1.000 5,000 034 PUBLIC SAFETY PLAN LS 5,000.0000 5,000.00 1.000 5,000 035 ABANDON CULVERT (LF) LF 12.0000 51,840.00 4,049.600 48,595 036 ABANDON INLET EA 2,500.0000 25,000.00 5.000 12,500 037 ABANDON SEWER EA 3,000.0000 42,000.00 13.000 39,000 038 REMOVE FENCE (TYPE BW) LF 3.0000 22,560.00 9,465.000 28,395 039 REMOVE CHAIN LINK FENCE LF 3.0000 41,100.00 11,116.000 33,348 040 REMOVE BARRIER LF 8.0000 13,200.00 1,040.000 8,320 041 REMOVE IRRIGATION FACILITY LS 11,000.0000 11,000.00 1.000 11,000 042 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 21,960.00 57,132.000 22,852 043 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 9,525.00 126.000 315 044 REMOVE PAVEMENT MARKER EA 0.6000 1,404.00 3,970.000 2,382 045 REMOVE ROADSIDE SIGN (WOOD POST) EA 200.0000 2,200.00 10.000 2,000.00 12.000 2,400 046 REMOVE SIGN STRUCTURE (EA) EA 5,000.0000 25,000.00 4.000 20,000 047 REMOVE BRIDGE MOUNTED SIGN EA 2,500.0000 2,500.00 1.000 2,500 048 REMOVE GRATED LINE DRAIN LF 12.0000 15,000.00 498.000 5,976.00 1,248.000 14,976 049 REMOVE CULVERT (LF) LF 35.0000 97,650.00 259.900 9,096.50 2,865.500 100,292 PROGRAM CAS145 PAGE 3 DATE 01/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555V4 TIME 03:59 PM ESTIMATE NO. 050 BID OPENING 08/27/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/20 R.E. NAME: AL-KHATEEB, TAGHREED DATE OF THIS ESTIMATE 01/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE INLET EA 500.0000 10,500.00 2.000 1,000.00 22.000 11,000 051 REMOVE HEADWALL EA 400.0000 13,600.00 32.000 12,800 052 REMOVE SEWER MANHOLE EA 1,700.0000 13,600.00 13.000 22,100 053 REMOVE SEWER PIPE LF 18.0000 52,560.00 3,371.000 60,678 054 SALVAGE GUARDRAIL LF 4.0000 27,640.00 6,832.000 27,328 055 RESET ROADSIDE SIGN (ONE POST) EA 350.0000 7,000.00 6.000 2,100.00 11.000 3,850 056 RELOCATE ROADSIDE SIGN-ONE POST EA 400.0000 14,800.00 4.000 1,600.00 16.000 6,400 057 ADJUST SEWER MANHOLE EA 5,000.0000 15,000.00 1.000 5,000 058 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.2500 845,750.00 -121,322.470 -515,620.50 199,000.000 845,750 059 REMOVE CONCRETE CURB AND SIDEWALK (SQYD) SQYD 20.0000 24,600.00 4,077.420 81,548 060 REMOVE CONCRETE (CHANNEL) LF 9.0000 18,000.00 2,000.000 18,000 061 REMOVE CONCRETE BARRIER LF 15.0000 28,800.00 30.000 450.00 1,070.000 16,050 062 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.3000 17,467.80 65,076.000 19,522 063 REFINISH BRIDGE DECK SQFT 22.0000 70,752.00 0.000 0 064 FURNISH POLYESTER CONCRETE OVERLAY CF 115.0000 418,600.00 4,902.850 563,827 065 PLACE POLYESTER CONCRETE OVERLAY SQFT 0.4000 23,290.40 58,226.000 23,290 (F) 066 CORE CONCRETE (6") LF 190.0000 22,800.00 120.000 22,800 067 CORE CONCRETE (10") LF 260.0000 28,600.00 110.000 28,600 068 CORE CONCRETE (2 1/2") LF 90.0000 54,000.00 622.000 55,980 069 CAP INLET EA 2,500.0000 5,000.00 2.000 5,000 070 24" ALTERNATIVE PIPELINER LF 235.0000 49,350.00 201.300 47,305 071 30" ALTERNATIVE PIPELINER LF 255.0000 66,300.00 253.300 64,591 072 36" ALTERNATIVE PIPELINER LF 355.0000 127,800.00 530.800 188,434 073 42" ALTERNATIVE PIPELINER LF 410.0000 82,000.00 197.800 81,098 074 48" ALTERNATIVE PIPELINER LF 480.0000 297,600.00 611.900 293,712 075 60" ALTERNATIVE PIPELINER LF 810.0000 202,500.00 243.700 197,397 076 SAND BACKFILL CY 80.0000 115,200.00 1,411.100 112,888 PROGRAM CAS145 PAGE 4 DATE 01/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555V4 TIME 03:59 PM ESTIMATE NO. 050 BID OPENING 08/27/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/20 R.E. NAME: AL-KHATEEB, TAGHREED DATE OF THIS ESTIMATE 01/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 BRIDGE REMOVAL (PORTION), LOCATION A LS 250,000.0000 250,000.00 1.000 250,000 078 BRIDGE REMOVAL (PORTION), LOCATION B LS 200,000.0000 200,000.00 1.000 200,000 079 BRIDGE REMOVAL (PORTION), LOCATION C LS 65,000.0000 65,000.00 1.000 65,000 080 CLEARING AND GRUBBING (LS) LS 200,000.0000 200,000.00 1.000 200,000 081 DEVELOP WATER SUPPLY LS 50,000.0000 50,000.00 1.000 50,000 082 DUST PALLIATIVE LS 30,000.0000 30,000.00 0.000 0 083 ROADWAY EXCAVATION CY 7.5000 5,017,500.00 7,000.000 52,500.00 679,347.000 5,095,102 084 SHOULDER BACKING TON 5.0000 113,500.00 403.810 2,019 085 STRUCTURE EXCAVATION (BRIDGE) CY 100.0000 98,800.00 988.000 98,800 (F) 086 STRUCTURE EXCAVATION (TYPE D) CY 125.0000 1,031,875.00 165.000 20,625.00 7,295.000 911,875 (F) 087 STRUCTURE EXCAVATION (RETAINING WALL) CY 45.0000 305,235.00 6,783.000 305,235 (F) 088 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 40.0000 44,040.00 1,101.000 44,040 (F) 089 STRUCTURE BACKFILL CY 35.0000 241,500.00 6,900.000 241,500 (F) 090 STRUCTURE BACKFILL (BRIDGE) CY 100.0000 154,300.00 7.000 700.00 1,543.000 154,300 (F) 091 STRUCTURE BACKFILL (RETAINING WALL) CY 25.0000 53,450.00 2,138.000 53,450 (F) 092 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 45.0000 7,200.00 160.000 7,200 (F) 093 PERVIOUS BACKFILL MATERIAL CY 45.0000 2,655.00 59.000 2,655 (F) 094 PERVIOUS BACKFILL MATERIAL (RETAINING CY 45.0000 1,125.00 25.000 1,125 (F) WALL) 095 IMPORTED BORROW (CY) CY 7.0000 833,000.00 1,843.000 12,901.00 151,633.000 1,061,431 096 ROADSIDE CLEARING LS 45,000.0000 45,000.00 0.000 0 097 ROCK BLANKET SQFT 5.0000 535,000.00 23,512.000 117,560.00 49,119.000 245,595 098 SOIL AMENDMENT CY 40.0000 10,800.00 0.000 0 099 PLANT (GROUP U) EA 110.0000 229,900.00 0.000 0 100 MAINTAIN EXISTING PLANTED AREAS LS 8,000.0000 8,000.00 1.000 8,000 101 PLANT ESTABLISHMENT WORK LS 30,000.0000 30,000.00 0.000 0 102 GRAVEL MULCH 8"-12" SQFT 1.7500 364,000.00 72,543.000 126,950 103 GRAVEL MULCH 2"-3" SQFT 0.7000 607,600.00 124,684.000 87,278 PROGRAM CAS145 PAGE 5 DATE 01/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555V4 TIME 03:59 PM ESTIMATE NO. 050 BID OPENING 08/27/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/20 R.E. NAME: AL-KHATEEB, TAGHREED DATE OF THIS ESTIMATE 01/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 OPERATE EXISTING IRRIGATION FACILITIES LS 5,000.0000 5,000.00 1.000 5,000 105 CONTROL AND NEUTRAL CONDUCTORS LS 45,000.0000 45,000.00 0.820 36,900 106 1" REMOTE CONTROL VALVE EA 330.0000 4,950.00 8.000 2,640 107 1 1/2" REMOTE CONTROL VALVE EA 350.0000 10,850.00 10.000 3,500 108 2" WYE STRAINER ASSEMBLY EA 1,200.0000 8,400.00 2.000 2,400 109 8 STATION IRRIGATION CONTROLLER EA 6,000.0000 18,000.00 1.000 6,000 (WALL MOUNTED) 110 12 STATION IRRIGATION CONTROLLER EA 7,000.0000 14,000.00 1.000 7,000 (WALL MOUNTED) 111 2" COPPER PIPE (SUPPLY LINE) LF 40.0000 11,440.00 20.000 800 (F) 112 2 1/2" COPPER PIPE (SUPPLY LINE) LF 40.0000 25,200.00 0.000 0 (F) 113 IRRIGATION CONTROLLER ENCLOSURE EA 1,300.0000 6,500.00 2.000 2,600 CABINET 114 1 1/4" BACKFLOW PREVENTER ASSEMBLY EA 3,000.0000 15,000.00 2.000 6,000 115 FLOW SENSOR EA 1,000.0000 5,000.00 2.000 2,000 116 TREE WELL SPRINKLER ASSEMBLY EA 50.0000 138,000.00 1,202.000 60,100 117 1 1/4" GATE VALVE EA 300.0000 300.00 0.000 0 118 1 1/2" GATE VALVE EA 350.0000 350.00 0.000 0 119 2" GATE VALVE EA 330.0000 990.00 3.000 990 120 2 1/2" GATE VALVE EA 600.0000 2,400.00 1.000 600 121 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 2.5000 123,952.50 20,123.000 50,307 (F) LINE) 122 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.0000 15,516.00 2,563.000 7,689 (F) LINE) 123 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 3.1000 20,993.20 2,290.000 7,099 (F) (SUPPLY LINE) 124 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 3.3000 17,546.10 2,727.000 8,999 (F) (SUPPLY LINE) 125 2" PLASTIC PIPE (SCHEDULE 40) LF 3.5000 45,423.00 6,670.000 23,345 (F) (SUPPLY LINE) 126 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 9.0000 82,125.00 2,113.000 19,017 (F) (SUPPLY LINE) 127 6"PLASTIC PIPE(SCHEDULE 40)(CONDUIT) LF 30.0000 14,670.00 0.000 0 (F) 128 8"PLASTIC PIPE(SCHEDULE 40)(CONDUIT) LF 32.0000 3,680.00 496.000 15,872 (F) 129 PRESSURE REGULATING VALVE EA 1,500.0000 1,500.00 0.000 0 130 CHECK VALVE EA 40.0000 6,400.00 72.000 2,880 PROGRAM CAS145 PAGE 6 DATE 01/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555V4 TIME 03:59 PM ESTIMATE NO. 050 BID OPENING 08/27/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/20 R.E. NAME: AL-KHATEEB, TAGHREED DATE OF THIS ESTIMATE 01/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 BALL VALVE EA 250.0000 21,750.00 8.000 2,000.00 32.000 8,000 132 8" CORRUGATED HIGH DENSITY LF 32.0000 14,080.00 226.000 7,232 POLYETHYLENE PIPE CONDUIT 133 EROSION CONTROL (DRY SEED) (SQFT) SQFT 0.0900 262,800.00 304,920.000 27,442 134 HYDROMULCH SQFT 0.0800 233,600.00 304,920.000 24,393 135 CLASS 2 AGGREGATE BASE (CY) CY 23.0000 1,000,500.00 57.246 1,316.66 42,979.628 988,531 136 LEAN CONCRETE BASE CY 230.0000 259,900.00 1,007.470 231,718 137 PRIME COAT TON 1,200.0000 168,000.00 0.000 0 138 HOT MIX ASPHALT (TYPE A) TON 85.0000 8,840,000.00 5,404.910 459,417.35 125,310.230 10,651,369 139 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 100.0000 835,000.00 0.000 0 140 SHOULDER RUMBLE STRIP STA 15.0000 8,700.00 0.000 0 (HMA,GROUND-IN INDENTATIONS) 141 DATA CORE LS 10,000.0000 10,000.00 0.000 0 142 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 4.0000 176.00 0.000 0 143 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.0000 840.00 67.000 268 144 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 4.0000 13,560.00 2,886.000 11,544 145 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 15,200.00 1,151.000 4,604 146 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.0000 4,680.00 348.000 1,392 147 PLACE HOT MIX ASPHALT SQYD 25.0000 34,000.00 180.778 4,519.45 503.078 12,576 (MISCELLANEOUS AREA) 148 TACK COAT TON 900.0000 189,000.00 4.560 4,104.00 163.620 147,258 149 JOINTED PLAIN CONCRETE PAVEMENT CY 250.0000 642,500.00 550.000 137,500.00 2,618.000 654,500 150 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 151 SOIL NAIL LF 24.0000 402,000.00 17,885.500 429,252 152 TEMPORARY SUPPORT(LOCATION A) LS 75,000.0000 75,000.00 1.000 75,000 153 TEMPORARY SUPPORT(LOCATION B) LS 60,000.0000 60,000.00 1.000 60,000 154 FURNISH PILING (CLASS 90) LF 32.0000 6,176.00 192.000 6,144 (ALTERNATIVE W) 155 DRIVE PILE (CLASS 90) EA 3,200.0000 12,800.00 4.000 12,800 (ALTERNATIVE W) 156 FURNISH PILING (CLASS 140) LF 38.0000 39,976.00 1,058.000 40,204 (ALTERNATIVE W) 157 DRIVE PILE (CLASS 140) EA 1,500.0000 45,000.00 30.000 45,000 (ALTERNATIVE W) PROGRAM CAS145 PAGE 7 DATE 01/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555V4 TIME 03:59 PM ESTIMATE NO. 050 BID OPENING 08/27/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/20 R.E. NAME: AL-KHATEEB, TAGHREED DATE OF THIS ESTIMATE 01/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 FURNISH PILING (CLASS 200) LF 45.0000 1,310,670.00 29,906.000 1,345,770 (ALTERNATIVE W) 159 DRIVE PILE (CLASS 200) EA 1,500.0000 897,000.00 641.000 961,500 (ALTERNATIVE W) 160 16" CAST-IN-DRILLED-HOLE CONCRETE LF 50.0000 95,000.00 3,424.000 171,200 PILING (SOUND WALL) 161 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,000.0000 270,000.00 244.000 244,000 PILE (SIGN FOUNDATION) 162 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 250.0000 536,250.00 26.000 6,500.00 2,122.000 530,500 (F) 163 STRUCTURAL CONCRETE, BRIDGE CY 643.0000 5,327,255.00 7,897.000 5,077,771 (F) 164 STRUCTURAL CONCRETE, RETAINING WALL CY 300.0000 953,100.00 62.000 18,600.00 3,177.000 953,100 (F) 165 STRUCTURAL CONCRETE, SOUND WALL CY 750.0000 9,000.00 12.000 9,000 (F) 166 AGGREGATE BASE (APPROACH SLAB) CY 250.0000 10,000.00 253.020 63,255 167 STRUCTURAL CONCRETE, APPROACH SLAB CY 650.0000 254,150.00 391.000 254,150 (F) (TYPE N) 168 STRUCTURAL CONCRETE, APPROACH SLAB CY 600.0000 238,800.00 526.210 315,726 (TYPE R) 169 STRUCTURAL CONCRETE, BOX CULVERT CY 450.0000 1,373,850.00 17.800 8,010.00 3,318.400 1,493,280 (F) 170 10'X6'PRECAST REINFORCED CONCRETE BOX LF 1,100.0000 429,000.00 390.000 429,000 CULVERT 171 STRUCTURAL CONCRETE, HEADWALL CY 500.0000 387,000.00 44.550 22,275.00 783.000 391,500 (F) 172 MINOR CONCRETE (MINOR STRUCTURE) CY 1,200.0000 331,200.00 275.600 330,720 (F) 173 DIAPHRAGM BOLSTER EA 3,500.0000 63,000.00 18.000 63,000 174 ARCHITECTURAL TREATMENT SQFT 6.0000 48,180.00 8,030.000 48,180 (F) 175 CONCRETE SURFACE TEXTURE(FLUTED RIB) SQFT 3.0000 152,829.00 45,848.000 137,544 (F) 176 DRILL AND BOND DOWEL LF 25.0000 166,125.00 7,321.000 183,025 177 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 75.0000 900.00 12.000 900 178 FURNISH PRECAST PRESTRESSED CONCRETE EA 11,000.0000 33,000.00 3.000 33,000 GIRDER (30'-40') 179 FURNISH PRECAST PRESTRESSED CONCRETE EA 10,000.0000 150,000.00 15.000 150,000 GIRDER (40'-50') 180 FURNISH PRECAST PRESTRESSED CONCRETE EA 11,000.0000 473,000.00 43.000 473,000 GIRDER (50'-60') 181 FURNISH PRECAST PRESTRESSED CONCRETE EA 12,000.0000 204,000.00 17.000 204,000 GIRDER (60'-70') 182 FURNISH PRECAST PRESTRESSED CONCRETE EA 41,000.0000 574,000.00 14.000 574,000 BULB-TEE GIRDER (100'-110') 183 FURNISH PRECAST PRESTRESSED CONCRETE EA 64,000.0000 960,000.00 15.000 960,000 BULB-TEE GIRDER (140'-150') 184 FURNISH PRECAST PRESTRESSED CONCRETE EA 23,000.0000 230,000.00 10.000 230,000 BULB-TEE GIRDER (50'-60') PROGRAM CAS145 PAGE 8 DATE 01/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555V4 TIME 03:59 PM ESTIMATE NO. 050 BID OPENING 08/27/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/20 R.E. NAME: AL-KHATEEB, TAGHREED DATE OF THIS ESTIMATE 01/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 ERECT PRECAST PRESTRESSED CONCRETE EA 3,000.0000 351,000.00 117.000 351,000 (F) GIRDER 186 JOINT SEAL (MR 1") LF 50.0000 66,550.00 0.000 0 187 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 320.0000 27,840.00 74.000 23,680 188 JOINT SEAL (MR 2") LF 100.0000 42,000.00 0.000 0 189 BAR REINFORCING STEEL LB 0.8500 678,318.70 4,613.700 3,921.65 811,741.000 689,979 (F) 190 BAR REINFORCING STEEL (BRIDGE) LB 0.8000 2,564,193.60 3,767.000 3,013.60 3,160,942.000 2,528,753 (F) 191 BAR REINFORCING STEEL (RETAINING WALL) LB 0.9000 354,095.10 394,079.000 354,671 (F) 192 BAR REINFORCING STEEL (SOUND WALL) LB 0.8000 81,200.00 101,500.000 81,200 (F) 193 HEADED BAR REINFORCEMENT EA 25.0000 3,000.00 120.000 3,000 (F) 194 STRUCTURAL SHOTCRETE CY 450.0000 88,650.00 197.000 88,650 (F) 195 STRUCTURAL STEEL (BRIDGE) LB 5.0000 69,435.00 9,304.000 46,520.00 13,887.000 69,435 (F) 196 FURNISH SIGN STRUCTURE (TRUSS) LB 3.0000 650,490.00 206,292.000 618,876 (F) 197 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 65,049.00 87,542.000 26,262.60 206,292.000 61,887 (F) 198 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 20.0000 38,200.00 990.000 19,800 199 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 20.0000 2,800.00 0.000 0 200 FURNISH LAMINATED PANEL SIGN SQFT 20.0000 4,000.00 0.000 0 (2 1/2"-TYPE B) 201 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 6,900.00 89.500 1,342.50 89.500 1,342 (0.063"-UNFRAMED) 202 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,800.00 27.000 405.00 27.000 405 (0.080"-UNFRAMED) 203 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 2,700.00 95.320 1,715.76 95.320 1,715 (0.063"-FRAMED) 204 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 486.00 80.000 1,440.00 80.000 1,440 (0.080"-FRAMED) 205 ROADSIDE SIGN - ONE POST EA 350.0000 18,200.00 10.000 3,500.00 26.000 9,100 206 ROADSIDE SIGN - TWO POST EA 700.0000 9,100.00 5.000 3,500.00 6.000 4,200 207 INSTALL SIGN OVERLAY SQFT 25.0000 625.00 0.000 0 208 INSTALL ROADSIDE SIGN EA 2,000.0000 2,000.00 0.000 0 (LAMINATED WOOD BOX POST) 209 SOUND WALL (MASONRY BLOCK) SQFT 16.0000 235,200.00 14,700.000 235,200 (F) 210 ACCESS GATE (SOUND WALL) EA 10,000.0000 10,000.00 0.000 0 (F) 211 CLEAN STRUCTURAL STEEL (EXISTING BRIDGE) LS 55,000.0000 55,000.00 0.500 27,500 PROGRAM CAS145 PAGE 9 DATE 01/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555V4 TIME 03:59 PM ESTIMATE NO. 050 BID OPENING 08/27/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/20 R.E. NAME: AL-KHATEEB, TAGHREED DATE OF THIS ESTIMATE 01/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 PAINT STRUCTURAL STEEL (EXISTING BRIDGE) LS 40,000.0000 40,000.00 0.500 20,000 213 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 400.0000 80,000.00 100.000 40,000 214 PREPARE AND STAIN CONCRETE SQFT 3.2500 26,097.50 8,307.000 26,997 215 18" ALTERNATIVE PIPE CULVERT LF 80.0000 150,400.00 368.000 29,440.00 1,994.600 159,568 216 24" ALTERNATIVE PIPE CULVERT LF 72.0000 126,720.00 1,731.000 124,632 217 30" ALTERNATIVE PIPE CULVERT LF 84.0000 46,200.00 546.000 45,864 218 36" ALTERNATIVE PIPE CULVERT LF 110.0000 114,400.00 20.000 2,200.00 1,041.500 114,565 219 42" ALTERNATIVE PIPE CULVERT LF 140.0000 28,700.00 214.000 29,960 220 48" ALTERNATIVE PIPE CULVERT LF 125.0000 142,500.00 34.000 4,250.00 1,134.000 141,750 221 60" ALTERNATIVE PIPE CULVERT LF 195.0000 450,450.00 62.000 12,090.00 2,169.500 423,052 222 72" ALTERNATIVE PIPE CULVERT LF 250.0000 325,000.00 1,300.000 325,000 223 18" REINFORCED CONCRETE PIPE LF 125.0000 5,625.00 46.000 5,750 224 24" REINFORCED CONCRETE PIPE LF 110.0000 105,600.00 959.000 105,490 225 30" REINFORCED CONCRETE PIPE LF 165.0000 28,050.00 172.000 28,380 226 36" REINFORCED CONCRETE PIPE LF 185.0000 62,900.00 330.000 61,050 227 12" CORRUGATED STEEL PIPE (.064" THICK) LF 50.0000 4,900.00 97.100 4,855 228 18" CORRUGATED STEEL PIPE (.064" THICK) LF 90.0000 66,600.00 36.000 3,240.00 804.900 72,441 229 24" CORRUGATED STEEL PIPE (.064" THICK) LF 145.0000 2,610.00 0.000 0 230 36" CORRUGATED STEEL PIPE (.079" THICK) LF 320.0000 9,920.00 -6.900 -2,208.00 32.000 10,240 231 36" CORRUGATED STEEL PIPE INLET LF 360.0000 57,600.00 44.200 15,912.00 169.900 61,164 (.079" THICK) 232 12" CORRUGATED STEEL PIPE RISER LF 300.0000 15,600.00 13.400 4,020.00 49.600 14,880 (.064" THICK) 233 GRATED LINE DRAIN LF 100.0000 52,000.00 458.000 45,800.00 742.000 74,200 234 18" ALTERNATIVE FLARED END SECTION EA 125.0000 1,875.00 7.000 875.00 15.000 1,875 235 30" ALTERNATIVE FLARED END SECTION EA 310.0000 310.00 1.000 310.00 1.000 310 236 36" PRECAST CONCRETE PIPE INLET LF 1,300.0000 5,200.00 -11.200 -14,560.00 4.000 5,200 237 36" PRECAST CONCRETE PIPE MANHOLE LF 300.0000 7,200.00 24.000 7,200 238 ROCK SLOPE PROTECTION CY 105.0000 84,000.00 187.300 19,666.50 794.500 83,422 (F) (1/4 T, METHOD B) (CY) PROGRAM CAS145 PAGE 10 DATE 01/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555V4 TIME 03:59 PM ESTIMATE NO. 050 BID OPENING 08/27/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/20 R.E. NAME: AL-KHATEEB, TAGHREED DATE OF THIS ESTIMATE 01/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 ROCK SLOPE PROTECTION CY 115.0000 29,670.00 114.100 13,121.50 238.000 27,370 (F) (LIGHT, METHOD B) (CY) 240 ROCK SLOPE PROTECTION CY 220.0000 9,240.00 23.600 5,192.00 151.100 33,242 (F) (FACING, METHOD B) (CY) 241 CONCRETE (DITCH LINING) CY 450.0000 225,000.00 448.000 201,600 242 SLOPE PAVING(COBBLESTONE TEXTURE) SQFT 15.0000 148,050.00 0.000 0 243 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.0000 8,200.00 962.700 3,850.80 2,292.700 9,170 244 MINOR CONCRETE (CURB) (CY) CY 900.0000 31,500.00 35.000 31,500 245 MINOR CONCRETE (GUTTER) (LF) LF 25.0000 51,000.00 2,050.000 51,250 246 MINOR CONCRETE (MISCELLANEOUS CY 1,200.0000 9,600.00 5.700 6,840.00 7.870 9,444 CONSTRUCTION) 247 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 550.0000 385,000.00 14.260 7,843.00 612.810 337,045 AND DRIVEWAY) 248 MISCELLANEOUS IRON AND STEEL LB 1.5000 51,150.00 6,236.000 9,354.00 34,100.000 51,150 (F) 249 MISCELLANEOUS METAL LB 10.0000 240,310.00 24,031.000 240,310 (F) (RESTRAINER - CABLE TYPE) 250 MISCELLANEOUS METAL LB 8.0000 60,000.00 7,500.000 60,000 (F) (RESTRAINER-PIPE/CABLE TYPE) 251 MISCELLANEOUS METAL (BRIDGE) LB 5.0000 35,110.00 7,022.000 35,110 (F) 252 BRIDGE DECK DRAINAGE SYSTEM LB 8.0000 208,000.00 26,000.000 208,000 (F) 253 ABANDON SEWER MANHOLE EA 2,500.0000 22,500.00 4.000 10,000 254 8"PVC SANITARY SEWER PIPE LF 65.0000 131,300.00 2,273.000 147,745 255 12"PVC SANITARY SEWER PIPE LF 75.0000 90,750.00 1,310.000 98,250 256 18"PVC SANITARY SEWER PIPE LF 85.0000 170,000.00 2,040.000 173,400 257 CONCRETE ENCASEMENT LF 35.0000 28,000.00 800.300 28,010 258 48"SANITARY SEWER MANHOLE EA 5,000.0000 60,000.00 15.000 75,000 259 60"SANTITARY SEWER MANHOLE EA 6,000.0000 84,000.00 17.000 102,000 260 24"FRAME AND COVER EA 1,000.0000 14,000.00 13.000 13,000 261 30"FRAME AND COVER EA 1,200.0000 16,800.00 22.000 26,400 262 42"ALTERNATIVE PIPE CULVERT(JACKED) LF 1,200.0000 61,200.00 60.800 72,960 263 48"ALTERNATIVE PIPE CULVERT(JACKED) LF 1,600.0000 112,000.00 79.200 126,720 264 60"ALTERNATIVE PIPE CULVERT(JACKED) LF 1,500.0000 645,000.00 558.000 837,000 265 24"STEEL CASING(JACKED) LF 500.0000 200,000.00 400.000 200,000 PROGRAM CAS145 PAGE 11 DATE 01/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555V4 TIME 03:59 PM ESTIMATE NO. 050 BID OPENING 08/27/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/20 R.E. NAME: AL-KHATEEB, TAGHREED DATE OF THIS ESTIMATE 01/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 CHAIN LINK FENCE (TYPE CL-6) LF 11.0000 283,800.00 12,900.000 141,900.00 23,811.000 261,921 267 14' CHAIN LINK GATE (TYPE CL-6) EA 3,200.0000 3,200.00 0.000 0 268 SURVEY MONUMENT (TYPE D) EA 1,500.0000 112,500.00 0.000 0 269 DELINEATOR (CLASS 1) EA 55.0000 2,530.00 37.000 2,035 270 MIDWEST GUARDRAIL SYSTEM LF 30.0000 140,700.00 3,450.000 103,500.00 4,691.750 140,752 271 VEGETATION CONTROL (MINOR CONCRETE) SQYD 75.0000 220,500.00 0.000 0 272 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 85.0000 139,570.00 1,642.000 139,570 (F) 273 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 110.0000 67,100.00 0.000 0 (F) 274 CABLE RAILING LF 25.0000 82,500.00 3,062.600 76,565 (F) 275 TRANSITION RAILING (TYPE WB-31) EA 3,200.0000 57,600.00 8.000 25,600 276 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 12,000.00 7.000 7,000 277 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,200.0000 67,200.00 6.000 19,200 278 ALTERNATIVE CRASH CUSHION EA 30,000.0000 60,000.00 0.000 0 279 CONCRETE BARRIER(TRANSITION ANCHOR LF 100.0000 1,900.00 0.000 0 BLOCK) 280 CONCRETE BARRIER(TYPE 60A MODIFIED) LF 85.0000 91,120.00 0.000 0 (F) 281 CONCRETE BARRIER (TYPE 60) LF 55.0000 196,350.00 0.000 0 282 CONCRETE BARRIER(TYPE 60D MODIFIED) LF 135.0000 43,200.00 0.000 0 283 CONCRETE BARRIER (TYPE 732) LF 80.0000 35,920.00 449.000 35,920 (F) 284 PORTABLE CONCRETE BARRIER(TYPE 60K) LF 8.0000 18,800.00 0.000 0 285 CONCRETE BARRIER (TYPE 736) LF 65.0000 229,385.00 33.000 2,145.00 3,529.000 229,385 (F) 286 CONCRETE BARRIER (TYPE 60F MODIFIED) LF 290.0000 49,300.00 0.000 0 287 CONCRETE BARRIER (TYPE 736SV) LF 140.0000 221,200.00 1,580.000 221,200 (F) 288 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 10,650.00 0.000 0 289 THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 46,400.00 0.000 0 (SPRAYABLE) 290 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1000 2,805.00 0.000 0 291 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5000 3,625.00 0.000 0 292 PAVEMENT MARKER EA 6.0000 18,300.00 0.000 0 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 12 DATE 01/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555V4 TIME 03:59 PM ESTIMATE NO. 050 BID OPENING 08/27/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/20 R.E. NAME: AL-KHATEEB, TAGHREED DATE OF THIS ESTIMATE 01/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 293 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.200 1,000.00 1.000 5,000 SYSTEM ELEMENTS DURING CONSTRUCTION 294 SIGNAL AND LIGHTING (LOCATION 1) LS 200,000.0000 200,000.00 0.950 190,000 295 SIGNAL AND LIGHTING (LOCATION 2) LS 175,000.0000 175,000.00 0.950 166,250 296 LIGHTING AND SIGN ILLUMINATION LS 850,000.0000 850,000.00 0.021 17,850.00 0.949 806,650 297 TRAFFIC MONITORING STATION (COUNT) LS 50,000.0000 50,000.00 0.789 39,450 298 TRAFFIC MONITORING STATION (LOCATION 1) LS 120,000.0000 120,000.00 0.735 88,200 299 TRAFFIC MONITORING STATION (LOCATION 2) LS 65,000.0000 65,000.00 0.889 57,785 300 TRAFFIC MONITORING STATION (LOCATION 3) LS 75,000.0000 75,000.00 0.891 66,825 301 TRAFFIC MONITORING STATION (LOCATION 4) LS 40,000.0000 40,000.00 0.678 27,120 302 MODIFY WIRELESS VEHICLE DETECTION LS 30,000.0000 30,000.00 0.008 240.00 0.260 7,800 SYSTEM(LOCATION 1) 303 MODIFY WIRELESS VEHICLE DETECTION SYSTEM LS 20,000.0000 20,000.00 0.211 4,220 (LOCATION 2) 304 WIRELESS VEHICLE DETECTION SYSTEM LS 5,000.0000 5,000.00 1.000 5,000 305 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 10,000.0000 10,000.00 1.000 10,000 306 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 10,000.0000 10,000.00 1.000 10,000 307 WATER METER CHARGES LS 152,000.0000 152,000.00 0.800 121,600 308 IRRIGATION WATER SERVICE CHARGES LS 24,000.0000 24,000.00 0.000 0 309 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 310 TUBULAR HANDRAILING LF 60.0000 36,600.00 0.000 0 311 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 312 PREPAVING INERTIAL PROFILER LS 10,000.0000 10,000.00 1.000 10,000 313 JOINT SEAL (PREFORMED COMPRESSION) LF 6.0000 89,400.00 7,202.000 43,212.00 11,422.000 68,532 PROGRAM CAS145 PAGE 13 DATE 01/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555V4 TIME 03:59 PM ESTIMATE NO. 050 BID OPENING 08/27/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/20 R.E. NAME: AL-KHATEEB, TAGHREED DATE OF THIS ESTIMATE 01/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,013,585.37 61,831,891.66 ADJUSTMENT OF COMPENSATION 153,141.25 1,797,325.60 EXTRA WORK 474,490.25 5,387,497.83 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,641,216.87 69,016,715.09 314 MOBILIZATION LS 6,900,000.0000 6,900,000.00 1.000 6,900,000 ORIGINAL CONTRACT AMOUNT 70,455,276.90 TOTAL WORK COMPLETED 1,641,216.87 75,916,715.09 MATERIALS ON HAND ON SITE -3,126.38 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,638,090.49 75,916,715.09 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 11/25/15 900 03/23/16 03/23/16 04/29/20 835 115 254 0 92% 92% PROGRESS IS SATISFACTORY AL-KHATEEB, TAGHREED RESIDENT ENGINEER PROGRAM CAS145 DATE 01/22/20