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ST9902-EM031001 OPINION OF PROBABLE CONSTRUCTION COST PRELIMINARY DESIGN PHASE TEAGUE NALL AND PERKINS, INC. CONSULTING ENGINEERS CLIENT: CITY OF COPPELL DESCRIPTION: WEST SANDY LAKE ROAD - PHASE I (S.H. 121 TO COPPELL ROAD NORTH) DATE: OCTOBER 2003 COSTO~NIONSUMMAR~PHASEI I PAVING IMPROVEMENTS $2.829.850 II UTILITY IMPROVEMENTS $80.500 III STORM DRAIN IMPROVEMENTS $1.011.640 IV TRAFFIC SIGNAL IMPROVEMENTS $231.000 V LANDSCAPING I IRRIGATION IMPROVEMENTS $405 000 SUBTOTAL $4 557 990 CONTINGENCY (10% $455,800 PROJECT TOTAL $5014000 ~. -~ .. . . , 4)'i;;o.ao~ 15';;""''''' I,COO,a>" '>:.hoO~ J ...tJlII,.gfl~ 4<7",>,""1-,'0 - iI:..~7 ",,",,0 '2. (,001' ,,0 I \ 000 0.0 V '\, 60 0.00 I 0'" f:)()U 4-J~"'O.J)w> , ~~w? ,0 c,<;l;>OOO ~'O ~ 000 " ~ C'O-I \J io ""04-000 Ii" J 4 I oop<!)~ )~oo O<J<.> \0,% ~ ~ '<1<D iiiiilO 1013 . , OPINION OF PROBABLE CONSTRUCTION COST PRELIMINARY DESIGN PHASE TEAGUE NALL AND PERKINS, INC. CONSULTING ENGINEERS CLIENT: CITY OF COPPELL DESCRIPTION: WEST SANDY LAKE ROAD - PHASE I (S.H. 121 TO COPPELL ROAD NORTH) DATE: OCTOBER 2003 ITEM NO. DESCRIPTION OF ITEMS QUANTITY UNIT UNIT COST TOTAL I PAVING IMPROVEMENTS 1 RIGHT-OF-WAY PREPARATION 7395 STA $25.00 $184,875 2 MOBILIZATION 1 LS $100,000.00 $100,000 3 CONCRETE REMOVAL 3100 SY $5.00 $15500 4 HMAC REMOVAL 14850 SY $5.00 $74,250 5 UNClASSIFIED STREET EXCAVATION 28700 CY SB.OO $172200 6 IMPORT FILL 5000 CY $12.00 $60000 7 8" LIME ST ABLlZED SUBGRADE 38770 SY $1.85 <71 725 8 LIME ST ABILIZA TION 142#1SYl 815 TON $90.00 $73 350 ~I 9 8" REINFORCED CONCRETE PAVEMENT 33580 SY $35.00 51175300 0 10 7" REINFORCED CONCRETE PAVEMENT 1370 SY 30.00 $41100 >4J.< 11 6" REINFORCED CONCRETE PAVEMENT 500 SY $27.50 $13750 ... 12 8" ENHANCED PAVEMENT 1150 SY $100.00 $115000 13 6" HMAC PAVEMENT 3650 SY $35.00 $127750 14 6" REINF. CONCRETE DRIVEWAY 250 SY $30.00 $7 500 15 REPAIR/REPLACE GRAVEL DRIVES 150 SY 20.00 $3000 18 PVC CONDUIT 6000 LF <10.00 $60 000 17 PAVEMENT MARKINGS AND SIGNAGE 1 LS $70 000.00 570 000 18 BARRICADES SIGNS & TRAFFIC CONTROL 1 LS $100 000.00 $100 000 19 EROSION CONTROL 1 LS $50 000.00 $50 000 20 10' BIKE PATH """'/..O 11900 SF t~$3.50 541 650 "'i 21 STREETLIGHT FOUNDATION 40 EA 000.00 $60 000 22 STEPPED BLOCK RETAINING WALLS 1 LS $25 000.00 $25 000 23 RESTORE PARKWAYS 7395 STA $20.00 $147900 24 RESTORElRECONSTRUCT EXISTING IRRIGATION 1 LS <20 000.00 $20 000 SUBTOTAL PAVING $2,829 B50 '); II UTILITY IMPROVEMENTS 1 RELOCATE I ADJUST 12" WATER LINE 6 EA $5 000.00 $30 000 2 ADJUST VALVES COVERS 30 EA S500.00 <15000 3 RELOCATE I ADJUST WATER METER 9 EA $1 000.00 $9 000 4 STUB-OUT 8" WATER LINE WI PLUG 3 EA $1 500.00 $4 500 5 RELOCATE FIRE HYDRANT & VALVE ASSEMBLY 8 EA $2 000.00 $16000 6 ADJUST SANITARY SEWER MANHOLES 8 EA $750.00 $6 000 SUBTOTAL UTILmES $80,500 III STORM DRAIN IMPROVEMENTS 1 DEMO RCa CULVERT& HEAllWALLS 270 LF $60.00 $16200 2 DEMO RCP STORM DRAIN & STRUCTURES 1250 LF $30.00 $37 500 3 DEMO INLETS 5 EA $500.00 $2 500 4 7'X3' RCa 1290 LF $250.00 $322 500 5 6'X3' RCB 735 LF $225.00 $165 375 6 5'X3' RCB 215 LF $215.00 $46225 7 4'X3' RCB 190 LF $210.00 $39 900 8 48" ClASS III RCP 330 LF $100.00 $33 000 9 38" CLASS III RCP 135 LF $70.00 $9 450 10 33" CLASS III RCP 300 LF $65.00 $19500 11 30" ClASS III RCP 385 LF $60.00 $23 100 12 27" CLASS III RCP 810 LF $55.00 $44 550 13 24" CLASS III RCP 705 LF $50.00 $35 250 14 21" CLASS III RCP 630 LF $45.00 $28 350 15 18" CLASS III RCP 120 LF $40.00 $4 800 16 10' RECESSED CURB INLET 7 EA $2,500.00 $17,500 c;oo +'Slc,o ""., ~"" ~Q - b'SSo I'O..."W ~ ~ ,,-;,,"0 5/Il:> 5'1 0 j 4 j j J 2013 OPINION OF PROBABLE CONSTRUCTION COST PRELIMINARY DESIGN PHASE TEAGUE NALL AND PERKINS, INC. CONSULTING ENGINEERS CLIENT: CITY OF COPPELL DESCRIPTION: WEST SANDY LAKE ROAD - PHASE I (S.H. 121 TO COPPELL ROAD NORTH) DATE: OCTOBER 2003 ITEM NO. DESCRIPTION OF ITEMS QUANTITY UNIT UNIT COST TOTAL 17 12' RECESSED CURB INLET 9 EA $2 750.00 524 750 18 14' RECESSED CURB INLET 5 EA "'000.00 $15000 19 20' RECESSED CURB INLET 3 EA $3 500.00 $10500 20 6x6 DROP INLET 1 EA $5 000.00 $5 000 21 4x4 DROP INLET 1 EA $3 500.00 ~ 22 4x4 GRATE INLET 1 EA $4 000.00 23 6' SQUARE MANHOLE 2 EA $5 000.00 510:g 24 5' SQUARE MANHOLE 1 EA $4 000.00 $4000 25 4' SQUARE MANHOLE 5 EA $3 000.00 $15000 26 TRENCH SAFETY 5845 LF $2.00 511690 27 OUTFALL GRADING WI HYDROMULCH 1 LS $25 000.00 $25 000 28 ROCK RIP-RAP 210 SY $50.00 $10500 29 HEADWALL FOR MULTIPLE BOX CULVERT 1 EA $15000.00 515000 30 HEADWALL FOR SINGLE BOX CULVERT 1 EA 0A000.00 $6000 31 30" HEADWALL 1 EA $4 000.00 $4000 SUBTOTAL DRAINAGE $1,011,840 IV TRAFFIC SIGNAL IMPROVEMENTS 1 SIGNALIZATION FOR 3 INTERSECTIONS 1 LS $231 000.00 $231 000 SUBTOTAL SIGNALIZATION $231,000 V LANDSCAPING f IRRIGATION IMPROVEMENTS 1 WEST SANDY LAKE ROAD 1 LS 5285 000.00 <285 000 2 ROYAL LANE 1 LS $120 000.00 5120000 SUBTOTALLANDSCA~NG $405,000.00 - SlQoQU + b~o:1 3013