Loading...
ST0003-EM0201152148718757 01/15/2002 11:51 FAX 2148710757 HUITT- ZOLLARS DALLAS ST010 ()s 0 001 HUITFOOLLARS Dallas - Fort Worth - Houston - El Paso - Phoenix - Tustin - Ontario - Albuaueraue FACSIMILE TRANSMITTAL DATE: —m" I ! S� o Z- HZ JOB NO: Coppell NUMBER OF PAGES (Including this cover sheet): 9 TO (COMPANY NAME): City of Coppell Engineering ATTENTION: Kenneth Griffin, P.E. FAX NUMBER: 922-204-3 Ot7 2 - 3o4 - 35 o _X_ URGENT _ FOR YOUR REVIEW _ PLEASE CALL UPON RECEIPT _ ORIGINAL TO FOLLOW NOTES / COMMENTS: Coppell Road Revised Estimates for 1 -way and 2 -way traffic during construction, After you have had a chance to look at them we can send you our fee proposal. Let us know, We look forward to working with you on this project. FROM: Kenneth Roberts, P.E. SENT BY: KAR TIME: 1;00 PM DATE: 11/8/01 If you have any problems receiving this fax, please call us at (214) 871 -3311. 3131 McKinne Avenue - Suite 600 - Dallas, Texas 75204 - (214 ) 871 -3311 - FAX (214 ) 871 -0757 1 01/15/2002 11:51 FAX 2148710757 HUITT - ZOLLARS DALLAS PRE- CONTRACT OPINION OF PROBABLE CONSTRUCTION COSTS 2- COPPELL ROAD - BETHEL ROAD TO SANDY LAKE ROAD COPPELL, TEXAS - NOVEMBER 6, 2001 TWO -WAY TRAFFIC DURING CONSTRUCTION 0 002 ITEM UNIT PROBABLE NO_ ITEM DESCRIPTION UNIT QUANTITY PRICE COST PAVING IMPROVEMENTS NORTH SECTION 1 PREPARING ROW LS 1 $40,000.00 $40,000 2 BARRICADES AND TRAFFIC CONTROL LS 1 $14,000.00 $14,000 3 TEMPORARY TRAFFIC BARRIER FOR SIDEWALK MAINI LF 1,000 $20.00 $20,000 4 REMOVE EX. CONC. PAVEMENT SY 1,479 $6.00 $8,874 5 UNCLASSIFIED STREET EXCAVATION CY 13,603 $5.00 $68,015 6 SELECT BORROW MATERIAL FOR TOPSOIL Cy 1,640 $15.00 $24,600 7 REMOVE CONC. SIDEWALK SF 5,200 $1.00 $5,200 8 14 INCH THICK REINF. CONC. WALK SF 31,720 $3.00 $95,160 9 6 INCH THICK REINF. CONC. DRIVE SY 100 $30.00 $3,000 10 6 INCH HIGH CONC. INTEGRAL CURB LF 5,110 $1.00 $5,110 11 8 INCH THICK REINF. CONC. PAVEMENT SY 17,448 $28.00 $488,544 12 R.C. ALLEY PAVEMENT SY 30 $35.00 $1,050 13 REINFORCED CONCRETE STREET HEADER LF 510 $20.00 $10,200 14 IHOT MIX FOR TEMPORARY PAVING TON 3,300 $50.00 $165,000 15 1 LIME STABILIZED SUBGRADE SY 18,304 $1.50 $27,456 16 1HYDRATED LIME TON 366 $110.00 $40,260 17 6" THK FLEX BASE FOR DRIVEWAY MAINTENANCE SY 460 $10.00 $4,600 18 1 BERMUDA GRASS BLOCK SODDING SY 5,800 $3.00 $17,400 19 6" REINF. CONC. BARRIER FREE RAMP SF 538 $4.00 $2,152 20 GRASS SEEDING BY HYDROMULCHING SY 200 $1.00 $200 21 4 IN NON - REFLEC TRAFFIC BUTTON EA 60 $3.00 $180 22 4 IN REFLEC TRAFFIC BUTTON TYPE II -Y -Y EA 95 $5.00 $475 23 4 IN THERMOPLASTIC LANE MARKER YELLOW LF 7,700 $1.25 $9,625 24 4 IN THERMOPLASTIC LANE MARKER WHITE LF 300 $1.25 $375 25 j 18 IN THERMOPLASTIC STOP LINE MARKER LF 90 $6.00 $540 26 16 IN THERMOPLASTIC CROSSWALK MARKER LF 144 $2.00 $288 27 124 IN THERMOPLASTIC CROSSWALK MARKER LF 54 $8.00 $432 28 THERMOPLASTIC ADVISORY MARKER EA 2 $500.00 $1,000 29 ADJUST 1" WATER METER & BOX EA 15 $400.00 $6,000 30 ADJUST WATER VALVE COVER & VALVE STACK EA 15 $300.00 $4,500 31 ADJUST WASTEWATER MANHOLE (24" LID) EA 7 $400.00 $2,800 32 IRRIGATION MODIFICATIONS LS 1 $14,000.00 $14,000 PAVING TOTAL - NORTH SECTION 1 1 $1,081,036 11/7/01 12:28 PM 01/15/2002 11:52 FAX 2148710757 HUITT- ZOLLARS DALLAS Q003 Z PRE - CONTRACT OPINION OF PROBABLE CONSTRUCTION COSTS COPPELL ROAD - BETHEL ROAD TO SANDY LAKE ROAD COPPELL, TEXAS - NOVEMBER 6, 2001 ITEM UNIT PROBABLE NO. ITEM DESCRIPTION UNIT QUANTITY PRICE COST DRAINAGE IMPROVEMENTS NORTH SECTION 33 18 INCH CLASS III REINF. CONC. PIPE LF 200 $45.00 $9,000 34 121 INCH CLASS III REINF. CONC. PIPE LF 200 $50.00 $10,000 35124 INCH CLASS III REINF. CONC. PIPE LF 450 $55.00 $24,750 36130 INCH CLASS III REINF. CONC. PIPE LF 200 $65.00 $13,000 37142 INCH CLASS III REINF. CONC. PIPE LF 350 $105.00 $36,750 38 148 INCH CLASS III REINF. CONC. PIPE LF 1,050 $130.00 $136,500 39 160 INCH CLASS III REINF. CONC. PIPE LF 200 $180.00 $36,000 40166 INCH CLASS III REINF. CONC. PIPE LF 150 $205.00 $30,750 41 72 INCH CLASS III REINF. CONC. PIPE LF 300 $230.00 $69,000 42 10 FOOT INLET EA 9 $2,500.00 $22,500 43 14 FOOT INLET EA 18 $3,500.00 $63,000 44 6 FOOT MANHOLE EA 4 $5,000.00 $20,000 45 REINF. CONC. FOR PIPE HEADWALL CY 6 $400.00 $2,400 46 REMOVE DRIVE CULVERT LF 110 $10.00 $1,100 47 TRENCH SAFETY LF 3,100 $1.00 $3,100 48 EROSION CONTROL LS 1 $10,000.00 $10,000 49 TEMPORARY 24" HDPE PIPE LF 2,000 $75.00 $150,000 50 TEMPORARY 36" HDPE PIPE LF 800 $100.00 $80,000 51 TEMPORARY TYPE Y INLET DRAINAGE TOTAL - NORTH SECTION $735,850 TOTAL - NORTH SECTION $1,816,886 • 37 n0w*t 11/7/01 12:28 PM 01/15/2002 11:52 FAX 2148710757 HUITT- ZOLLARS DALLAS 004 PRE - CONTRACT OPINION OF PROBABLE CONSTRUCTION COSTS Z COPPELL ROAD - BETHEL ROAD TO SANDY LAKE ROAD COPPELL, TEXAS - NOVEMBER 6, 2001 ITEM I UNIT PROBABLE NO. DESCRIPTION UNIT QUANTITY PRICE COST PAVING IMPROVEMENTS HISTORIC DISTRICT - SOUTH SECTION 52 PREPARING ROW LS 1 $20,000.00 $20,000 53 BARRICADES AND TRAFFIC CONTROL LS 1 $6,000.00 $6,000 54 REMOVE EX. CONC. PAVEMENT SY 632 $6.00 $3,792 55 UNCLASSIFIED STREET EXCAVATION CY 5,830 $5.00 $29,150 56 ISELECT BORROW MATERIAL FOR TOPSOIL CY 700 $15.00 $10,500 5714 INCH THICK REINF. CONC. WALK SF 13,596 $3.00 $40,788 5816 INCH THICK REINF. CONC. DRIVE SY 900 $30.00 $27,000 59 16 INCH HIGH CONC. INTEGRAL CURB LF 1,890 $1.00 $1,890 60 8 INCH THICK REINF. CONC. PAVEMENT SY 6,450 $28.00 $180,600 61 REINFORCED CONCRETE STREET HEADER LF 74 $20.00 $1,480 62 HOT MIX FOR TEMPORARY PAVING TON 1,225 $50.00 $61,250 63 LIME STABILIZED SUBGRADE SY 6,770 $1.50 $10,155 64 HYDRATED LIME TON 135 $110.00 $14,850 65 6" THK FLEX BASE FOR DRIVEWAY MAINTENANCE SY 500 $10.00 $5,000 66 BERMUDA GRASS BLOCK SODDING SY 2,145 $3.00 $6,435 67 6" REINF. CONC. BARRIER FREE RAMP SF 230 $4.00 $920 68 GRASS SEEDING BY HYDROMULCHING SY 2,000 $1.00 $2,000 69 4 IN NON - REFLEC TRAFFIC BUTTON EA 20 $3.00 $60 70 4 IN REFLEC TRAFFIC BUTTON TYPE II -Y -Y EA 40 $5.00 $200 71 j4 IN THERMOPLASTIC LANE MARKER YELLOW LF 3,300 $1.25 $4,125 72 4 IN THERMOPLASTIC LANE MARKER WHITE LF 100 $1.25 $125 73 18 IN THERMOPLASTIC STOP LINE MARKER LF 18 $6.00 $108 74 BETHEL INTERSECTION LOOP DETECTORS LS 1 $5,000.00 $5,000 75 ADJUST 1" WATER METER & BOX EA 20 $400.00 $8,000 76 ADJUST WATER VALVE COVER & VALVE STACK EA 2 $300.00 $600 77 ADJUST WASTEWATER MANHOLE (24" LID) EA 4 $400.00 $1,600 78 IRRIGATION MODIFICATIONS LS 1 $6,000.00 $6,000 79 IRRIGATION SYSTEM (INCLUDING CONDUIT) LS 1 $25,000.00 $25,000 80 IRRIGATION TAP & VALVE EA 2 $1,500.00 $3,000 81 BENCHES EA 12 $500.00 $6,000 82 ITRASH CANS EA 12 $500.00 $6,000 83 TREE GRATES EA 116 $1,500.00 $174,000 84 SIDEWALK PAVERS @ TREES SF 1,850 $3.00 $5,550 85 TREES EA 116 $400.00 $46,400 86 STREET LIGHT CONDUIT LF 3,200 $5.00 $16,000 87 STREET LIGHT EA j 40 $2,500.00 $100,000 88 1 STREET LIGHT FOUNDATION EA 40 $700.00 $28,000 89 GATEWAY COLUMN EA 4 $10,000.00 $40,000 90 BRICK CROSSWALK SF 600 $4.00 $2,400 PAVING TOTAL - HISTORIC SECTION $899,978 1 1rn01 12:28 PM 01/15/2002 11:53 FAX 2148710757 HUITT- ZOLLARS DALLAS 005 2 PRE- CONTRACT OPINION OF PROBABLE CONSTRUCTION COSTS COPPELL ROAD - BETHEL ROAD TO SANDY LAKE ROAD COPPELL, TEXAS - NOVEMBER 6, 2001 ITEM UNIT PROBABLE NO. ITEM DESCRIPTION UNIT QUANTITY PRICE COST DRAINAGE IMPROVEMENTS HISTORIC DISTRICT - SOUTH SECTION 91 21 INCH CLASS III REINF. CONC. PIPE LF 200 $50.00 $10,000 92 24 INCH CLASS III REINF. CONC. PIPE LF 1,200 $55.00 $66,000 93 30 INCH CLASS III REINF. CONC. PIPE LF 450 $65.00 $29,250 94 36 INCH CLASS III REINF. CONC. PIPE LF 450 $80.00 $36,000 95 14 FOOT INLET EA 6 $3,500.00 $21,000 96 SIX GRATE INLET EA 2 $3,500.00 $7,000 97 j6 FOOT MANHOLE EA 2 $5,000.00 $10,000 98 IGABION STRUCTURE CY 555 $150.00 $83,250 99 UNCLASSIFIED CHANNEL EXCAVATION CY 1,000 $10.00 $10,000 100 REMOVE DRIVE CULVERT LF 430 $10.00 $4,300 101 TRENCH SAFETY LF 2,300 $1.00 $2,300 102 EROSION CONTROL LS 1 $15,000.00 $15,000 103 200' BRIDGE ($45 PER SQUARE FOOT) LS 1 $540,000.00 $540,000 104 jTEMPORARY 24" HDPE PIPE LF 1,400 $75.00 $105,000 105 TEMPORARY TYPE Y INLET EA 4 $3,000.00 $12,000 DRAINAGE TOTAL - HISTORIC SECTION $951,100 TOTAL- HISTORIC SECTION $1,851,078 PROJECT PAVING TOTAL PROJECT DRAINAGE TOTAL $1,981,014 $1,686,950 PROJECT TOTAL $3,667,964 11[7101 12:28 PM 01/15/2002 11:53 FAX 2148710757 HUITT- ZOLLARS DALLAS PRE- CONTRACT OPINION OF PROBABLE CONSTRUCTION COSTS 1 COPPELL ROAD - BETHEL ROAD TO SANDY LAKE ROAD COPPELL, TEXAS - NOVEMBER 7, 2001 ONE -WAY TRAFFIC DURING CONSTRUCTION [a 006 ITEM UNIT PROBABLE NO. ITEM DESCRIPTION UNIT QUANTITY PRICE COST PAVING IMPROVEMENTS NORTH SECTION 1 jPREPARING ROW LS 1 $40,000.00 $40,000 2 BARRICADES AND TRAFFIC CONTROL LS 1 $14,000.00 $14,000 3 REMOVE EX. CONC. PAVEMENT SY 1,479 $6.00 $8,874 4 UNCLASSIFIED STREET EXCAVATION CY 13,603 $5.00 $68,015 5 SELECT BORROW MATERIAL FOR TOPSOIL CY 1,640 $15.00 $24,600 6 REMOVE CONC. SIDEWALK SF 5,200 $1.00 $5,200 7 4 INCH THICK REINF. CONC. WALK SF 31,720 $3.00 $95,160 8 6 INCH THICK REINF, CONC. DRIVE SY 100 $30.00 $3,000 9 6 INCH HIGH CONC. INTEGRAL CURB LF 5,110 $1.00 $5,110 10 8 INCH THICK REINF. CONC. PAVEMENT SY 17,448 $28.00 $488,544 11 R.C. ALLEY PAVEMENT SY 30 $35.00 $1,050 12 REINFORCED CONCRETE STREET HEADER LF 510 $20.00 $10,200 13 HOT MIX FOR TEMPORARY PAVING TON 1,100 $50.00 $55,000 14 LIME STABILIZED SUBGRADE SY 18,304 $1.50 $27,456 15 HYDRATED LIME TON 366 $110.00 $40,260 16 6" THK FLEX BASE FOR DRIVEWAY MAINTENANCE SY 460 $10.00 $4,600 17 BERMUDA GRASS BLOCK SODDING SY 5,800 $3.00 $17,400 18 6" REINF. CONC. BARRIER FREE RAMP SF 538 $4.00 $2,152 19 GRASS SEEDING BY HYDROMULCHING SY 200 $1.00 $200 20 4 IN NON - REFLEC TRAFFIC BUTTON EA 60 $3.00 $180 21 4 IN REFLEC TRAFFIC BUTTON TYPE II -Y -Y EA 95 $5.00 $475 2214 IN THERMOPLASTIC LANE MARKER YELLOW LF 7,700 $1.25 $9,625 23 4 IN THERMOPLASTIC LANE MARKER WHITE LF 300 $1.25 $375 24 18 IN THERMOPLASTIC STOP LINE MARKER LF 90 $6.00 $540 25 6 IN THERMOPLASTIC CROSSWALK MARKER LF 144 $2.00 $288 26 24 IN THERMOPLASTIC CROSSWALK MARKER LF 54 $8.00 $432 27 THERMOPLASTIC ADVISORY MARKER EA 2 $500.00 $1,000 28 ADJUST 1' WATER METER & BOX EA 15 $400.00 $6,000 29 ADJUST WATER VALVE COVER & VALVE STACK EA 15 $300.00 $4,500 30 ADJUST WASTEWATER MANHOLE (24" LID) EA 7 $400.00 $2,800 31 IRRIGATION MODIFICATIONS LS 1 $14,000.00 $14,000 PAVING TOTAL - NORTH SECTION 1 $951,036 do- 1117101 12:28 PM 01/15/2002 11:53 FAX 2148710757 HUITT- ZOLLARS DALLAS Q 007 PRE - CONTRACT OPINION OF PROBABLE CONSTRUCTION COSTS COPPELL ROAD - BETHEL ROAD TO SANDY LAKE ROAD COPPELL, TEXAS - NOVEMBER 7, 2001 ITEM UNIT PROBABLE NO. ITEM DESCRIPTION UNIT QUANTITY PRICE COST DRAINAGE IMPROVEMENTS NORTH SECTION 33 18 INCH CLASS III REINF. CONC. PIPE LF 200 $45.00 $9,000 34 21 INCH CLASS III REINF. CONC. PIPE LF 200 $50.00 $10,000 35 24 INCH CLASS III REINF. CONC. PIPE LF 450 $55.00 $24,750 36 30 INCH CLASS III REINF. CONC. PIPE LF 200 $65.00 $13,000 37 42 INCH CLASS III REINF. CONC. PIPE LF 350 $105.00 $36,750 38 46 INCH CLASS III REINF. CONC. PIPE LF 1,050 $130.00 $136,500 39 60 INCH CLASS III REINF. CONC_ PIPE LF 200 $180.00 $36,000 40 66 INCH CLASS III REINF. CONC. PIPE LF 150 $205.00 $30,750 41 72 INCH CLASS III REINF. CONC. PIPE LF 300 $230.00 $69,000 42 10 FOOT INLET EA 9 $2,500.00 $22,500 43 14 FOOT INLET EA 18 $3,500.00 $63,000 44 6 FOOT MANHOLE EA 4 $5,000.00 $20,000 45 REINF. CONC. FOR PIPE HEADWALL CY 6 $400.00 $2,400 46 REMOVE DRIVE CULVERT LF 110 $10.00 $1,100 47 ITRENCH SAFETY LF 3,100 $1.00 $3,100 48 EROSION CONTROL LS 1 $10,000.00 $10,000 DRAINAGE TOTAL - NORTH SECTION $487,850 TOTAL - NORTH SECTION $1,438,886 11/7/01 12:28 PM 01/15/2002 11:54 FAX 2148710757 HUIITP- ZOLLARS DALLAS PRE- CONTRACT OPINION OF PROBABLE CONSTRUCTION COSTS COPPELL ROAD - BETHEL ROAD TO SANDY LAKE ROAD COPPELL, TEXAS - NOVEMBER 7, 2001 Z008 ITEM UNIT PROBABLE NO. DESCRIPTION UNIT QUANTITY PRICE COST PAVING IMPROVEMENTS HISTORIC DISTRICT - SOUTH SECTION 52 PREPARING ROW LS 1 $20,000.00 $20,000 53 BARRICADES AND TRAFFIC CONTROL LS 1 $6,000.00 $6,000 54 REMOVE EX. CONC. PAVEMENT SY 632 $6.00 $3,792 55 UNCLASSIFIED STREET EXCAVATION CY 5,830 $5.00 $29,150 56 SELECT BORROW MATERIAL FOR TOPSOIL CY 700 $15.00 $10,500 57 4 INCH THICK REINF. CONIC. WALK SF 13,596 $3.00 $40,788 58 6 INCH THICK REINF. CONC. DRIVE SY 900 $30.00 $27,000 59 6 INCH HIGH CONC. INTEGRAL CURB LF 1,890 $1.00 $1,890 60 8 INCH THICK REINF. CONC. PAVEMENT SY 6,450 $28.00 $180,600 61 REINFORCED CONCRETE STREET HEADER LF 74 $20.00 $1,480 62 HOT MIX FOR TEMPORARY PAVING TON 500 $50.00 $25,000 63 LIME STABILIZED SUBGRADE SY 6,770 $1.50 $10,155 64 HYDRATED LIME TON 135 $110.00 $14,850 65 6" THK FLEX BASE FOR DRIVEWAY MAINTENANCE SY 500 $10.00 $5,000 66 IBERMUDA GRASS BLOCK SODDING SY 2,145 $3.00 $6,435 67 6' REINF. CONC. BARRIER FREE RAMP SF 230 $4.00 $920 68 GRASS SEEDING BY HYDROMULCHING SY 2,000 $1.00 $2,000 69 4 IN NON - REFLEC TRAFFIC BUTTON EA 20 $3.00 $60 70 4 IN REFLEC TRAFFIC BUTTON TYPE II -Y -Y EA 40 $5.00 $200 71 4 IN THERMOPLASTIC LANE MARKER YELLOW LF 3,300 $1.25 $4,125 72 4 IN THERMOPLASTIC LANE MARKER WHITE LF 100 $1.25 $125 73 18 IN THERMOPLASTIC STOP LINE MARKER LF 18 $6.00 $108 74 BETHEL INTERSECTION LOOP DETECTORS LS 1 $5,000.00 $5,000 75 ADJUST 1" WATER METER & BOX EA 20 $400.00 $8,000 76 ADJUST WATER VALVE COVER & VALVE STACK EA 2 $300.00 $600 77 ADJUST WASTEWATER MANHOLE (24" LID) EA 4 $400.00 $1,600 78 IRRIGATION MODIFICATIONS LS 1 $6,000.00 $6,000 79 IRRIGATION SYSTEM (INCLUDING CONDUIT) LS 1 $25,000.00 $25,000 80 IRRIGATION TAP & VALVE EA 2 $1,500.00 $3,000 81 BENCHES EA 12 $500.00 $6,000 82 TRASH CANS EA 12 $500.00 $6,000 83 TREE GRATES EA 116 $1,500.00 $174,000 84 SIDEWALK PAVERS @ TREES SF 1,850 $3.00 $5,550 85 TREES EA 116 $400.00 $46,400 86 STREET LIGHT CONDUIT LF 3,200 $5.00 $16,000 87 STREET LIGHT EA 40 $2,500.00 $100,000 88 STREET LIGHT FOUNDATION EA 40 $700.00 $28,000 89 GATEWAY COLUMN EA 4 $10,000.00 $40,000 90 BRICK CROSSWALK SF 600 $4.00 $2,400 PAVING TOTAL - HISTORIC SECTION i $863,728 11!7!01 12:28 PM 01/15/2002 11:54 FAX 2148710757 HUI1T- ZOLLARS DALLAS PRE - CONTRACT OPINION OF PROBABLE CONSTRUCTION COSTS COPPELL ROAD - BETHEL ROAD TO SANDY LAKE ROAD COPPELL, TEXAS - NOVEMBER 7, 2001 [a 009 ITEM UNIT PROBABLE NO. ITEM DESCRIPTION UNIT QUANTITY PRICE COST DRAINAGE IMPROVEMENTS HISTORIC DISTRICT - SOUTH SECTION 91 j2l INCH CLASS III REINF. CONC. PIPE LF 200 $50.00 $10,000 92 24 INCH CLASS III REINF. CONC. PIPE LF 1,200 $55.00 $66,000 93 30 INCH CLASS III REINF. CONC. PIPE LF 450 $65.00 $29,250 94 36 INCH CLASS III REINF. CONC. PIPE LF 450 $80.00 $36,000 95 14 FOOT INLET EA 6 $3,500.00 $21,000 96 SIX GRATE INLET EA 2 $3,500.00 $7,000 97 6 FOOT MANHOLE EA 2 $5,000.00 $10,000 98 GABION STRUCTURE CY 555 $150.00 $83,250 99 UNCLASSIFIED CHANNEL EXCAVATION CY 1,000 $10.00 $10,000 100 REMOVE DRIVE CULVERT LF 430 $10.00 $4,300 101 TRENCH SAFETY LF 2,300 $1.00 $2,300 102 EROSION CONTROL LS 1 $15,000.00 $15,000 103 200' BRIDGE ($45 PER SQUARE FOOT) LS 1 $540,000.00 $540,000 DRAINAGE TOTAL - HISTORIC SECTION $834,100 TOTAL - HISTORIC SECTION $1,697,828 PROJECT PAVING TOTAL PROJECT DRAINAGE TOTAL PROJECT TOTAL $1,814,764 $1,321,950 $3,136,714 1117101 12:28 PM