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ST9401-CS 980422
APR Z~ ~ 98 817 46? ??15 ll:09AM WIERIASSOCIATES WIER & ASSOCIATES, INC. ENGINEERING SURVEYING LAND PLANNING 4300 BELTWAY PLACE, SUITE 130 · ARLINGTON TEXAS 76018-1097 METRO 817/467-7700 · FAX METRO 817/46%7713 P/ease dehi/er Name Company Area Code/Number FROM: Philip Graham DATE: Metro (817] 467-7700 ext, 114 Fax Metro [817] 4B7-7713 TOTAL PAGES ~ [INCLUDING COVER PAGE IF THIS TRANSMISSION IS INCOMPLETE OR UNREADABLE PLEASE CALL METRO 817467-7700 AS SOON AS POSSIBLE ADDITIONAL MESSAGE [] ORIGINAL WILL FOLLOW VIA: [] Regular Mail [] Hand Delivery [] Overnight J~ORIGINAL WILL NOT FOLLOW w&A # ~oS~ c:\ wa_forms\faxcvr98.doc f 7713 P.2 ~ WIER & ASSOCIATES, INC. igN(.~INEER'S OPINION OF PROBABLE CONSTRUCTION COST Ii-~A'i'E: ,~pril 22~ 1998 CLfiEN"E: Cit'~ of Coppell F~OJE,E::'~': ~enton-Tap Road W&A JOB NO:: 94-093 " ~ ~j~ving[Drai nage & Water System Improvements '~ .... .~.~'.~sif~ed~xcav~'ion ' ..:..._:... 6,190 CV ' 5,00' 30,950.00 Con~ro~Be~Densi~ F~iI 26,991 CY 2.50 67,477.50 3 'Borrow 23601 CY 8.00 188,808.00 4 ,R,O.W,'PFep~ration & Clearing ...... 22.4 STA 500.00 11,200.00 5 '~~ ~xis]ing Concrete Pavement 1,856 SY 10,00 18,560.00 6 ;Reineve Exist. Rolled Asphalt Curb 266 LF 9.00 2,394.00 ......... ::~ ....~:t~xjst~ng Bridge Demolition &Removal 1 LS 30,000.00 30,000.00 8 $ Remove Exist Elevated 12" W.L. I LS 3,500.00 3,500.00 9 . Remove Exist MBGF & Banricade 285 LF 8.00 2,280.00 :[',~ .........~'~c~ve & Repia~ ~i.ty Park Exercise ~quip. 1 LS 3,500.00 3,500.00 'G ~ Remove Exist Curb gnlet &Flume 2 ~ 500.00 1,0O0.00 .......... 2~_.._j. Remove Exist 48" ~,C.P. _ ...... 95 L~ 6.00 570.00 '~ 3 Remove Exist. 48" S~oping HeadwatM 2 EA 250.00 500.00 ';;4 r~move Exis~:"2-1O'xS' CuJv,~d &'hlea~Waif's 1 LS 8,000.00 8,000.00 '~ ~ ~eFnove ~xist 2-6'x5' Culve;d & Headwalls 1 LS 6,000.00 6,000.00 ..... .%, - ... ~-; - ~r,a ,~,:} Lh'ne ~tabilized Subgrade ~ !8,943 SY 2.00 37,886.00 '~ 7 jJ~ydrat~d Lim~ 284, 1 TON 95.00 26,989.50 :~' '8" 3000 PSi Concrete Pavement ~ ~7,764 SY 23.00 408,572.00 ........ ~ ..........~7: .....~ ......... 'way 253 SY 28.00 7,084,00 2i ]~r~ck Pavers 915 SY 55.00 50,325.00 22 ,~:'_~d~Crete U~me,. ~2 s~ ........ 22.00 264.00 23 ~z~iled Asphalt Curb ~ LF 9.00 306.00 24 :~ide Gravel Jogging Path .... 46 SY 30.00 1,380.00 2S :{M~am Guard'Fence .... ~: __ 575 LF .__ 20.00 11,500.00 2~ }~" T~J~ydrornulch _ . 15,376 SV 1.50 23,~4.00 ~ ..........?,T~ .....:E~a~T H MAC .Pavement .. 755 SY 20.00 15, 100.00 73 Reflectedzeal White Pavement Markers 538 ~, 6.00 3,228.00 ~ ......~'~; .......Non-reflectofized White Pavement Markers 420 EA 3.00 1,260.00 .... ~=5' ......~" ~o 8" D~a. [?~ck Rubble Riprap .... F 5 SY 50.00 250.00 s'~ ?J~J!~(~,j~J~ ~ 0 EA 200.00 2,000.00 32 3" Schedule 40 PVC ~onduit 601 ~F" 4.00 2,404.00 33 0' '~o 4' Tall Gravity Retaining WalB ~ 290 LF 60.00 17 400.00 ::~4 4' to 6' TaH,Gr~viWRetainin~, WalB 198 LF 70.00 13860.00 g5 Pedestrian Handrail 382 LF 50.00 19 100.00 36 8" PVC $~orm Orain ~°i e. _ ~, p 95. ,...,~1 12.00 ~ ~40.00; ; 37 2!" RCP Class IH ~ 204 LF 43.00 8 772,00 38 7~ RCP Class I~ 93 LF 48.00 4 464.00 ' 39 30" RCP Cross l~i t35 LF 56.00 7 ~0.0O 47~2/98 Page I of 4 0P0498.~S 817 467 7713 RPR 22 '98 ll:llRN NIER~RSSOCI~TES P.3 PI;~,©JE!CT: Denton.,Ta~ Road W&A JOB NO: 94-093 DESCRIIPTION OF ITEM 47 '10' Recessed Curb Bnlet · ->~ I2' Recessed Curb ~nlet 51 ~0" y "'B" HeadWall T pe 52 2:27 Concrete Trench Backfill 53 "Asgha~t Pavement Repair 54 'A_djust G,"J. Flex 57 ~Lower Ex]sf. I2" W2'E. ........ ~ ........~;" Water M~'an 80 . Fle,~:ated 16" W.L C[ossing 5t ' j M~ke D~.~9~.ppction to 16" W.L.' ~2 I Salvage & Install exist. 2" Air Release Valve ....... ~.__~'~i.S. & Tap, Ball Valve & ~pcked Me~er Box G4 ~Fire Hydrant Assembl2 _ e Crushed Stone Beddang ~7 , Trench Safety ~ Non-reinfor~d Silt F3nce ~5~ ~eirffomed Silt Fence 70 inlet Treatment ~ SUBtoTAL 3 PVC Schedule 40 Irrigation Sleeve PVC Schedule 40 Irrigation Sleeve W.S. fo~ irrig.ation Double Check Valve 2-~/2" PVC F'~pe for'_~rri~ion __. PVC Rpe for ~rrig~tion .t/2" PVC Pape for ~mgation j I--1/4" PV6 Pip~ for~rrigation tl 'LPvC .pipe f0r.i..rricjation 13/4" Pvc Pipe for Irrigation · HunteF' R~tal'y_ ~Sprinkler He~'ds" li:~ainbird 'l'81i~"~ay Spr!.n_~[er~ .H~ads ~JN~T [ "110 ....L"~ ' ~16 'LF 170 LF 172 LF 311 LF 247 LF I95 LF 5 EA UNIT PRICE 1 EA 2 E.A I EA 1 EA 3 LF :Jt8 LF 15 'EX 2 EA 3 E_A 1 EA 23 LF 38 LF 1 LS 2 EA 1 LS 2 EA t FJ~ 1.0 TON 100 ~Y 1,820 LF 1,688 ....LF 700 LF 8 EA 62,00 68,00 85,00 105,00 120.00 140,00 150.00 2,000.00 7 LF 533 LF 302 LF 2 EA 2 E.A 2,300.00 2,000.00 1,200.00 2,600.00 30.00 50.00 150.00 500.00 1,000.00 1,200.00 25.00 40.00 45,000.00 1,000.00 1,000.00 700.00 1,500.00 2,800.00 22.00 1.00 2,00 3.00 t 50.00 I 70.0 _LF 240 LF 320 LF 640 LF 1,620 LF 4,000 LF 30 EA 70 EA 3.00 4.00 6.00 650.00 700.00 2.10 1.95 1.82 1.70 1.50 1.43 78.00 30.00 COST 6,820.00 21,488.00 14,450.00 18 oeo.oo 37,320.00 34,580.00 29250.00 10,000.00 2,300.00 4,000.00 1,200.00 2,600.00 90.00 5,900.00 2,250.00 1,000.00 3,000.00 1,200.00 575.00 1,520.00 45,000.00 2,000.00 1,000.00 1,400.00 1,500.00 2,800.00 2,200.00 1,820.00 3,376.00 2,.100.0Q 1,200.00 1318,291.00 21.00 2,132.00 1,812.00 1,300.00 1,400.00 3,570.00 468.00 582.40 1,088.00 2,430.00 5,720.00 2,340.00 2,100.00 .:.'/22/~ Pagc 2 oE 4 OPO498.XL, S ARR 22 ~ge ll:12AM 817 467 771~ WIEF~'~ASSOCIATES P.4 PR©JECT: E::)entono. Ta 3 Road W&A JOe NO: 94-093 ~ ~Tii~i i,~!O. DESCRIPTION OF ITEM i .... Pop-.:° Spri.k er Weads' ~ i8 Hatdie 1-i12" 700 S~Val'~es '] 7 Hard~e 2" 70.0 Series Valves 1 ,S iVaini,-Clik freeze sensors '~9 Mini-Ciik rain sensore __L .ck co.Eer 9~ i MS!-.IU-S--R "}6-Smtion Controller ..u 22 ~58-18-S 8-.~tation Controller ' 307~ .... 15,000 4 13 2 2 13 1 1 10 25 ' 26 "Tuscarora" Crape__M_yrtle .27 '/',: i: . 2S Ausirian Pine c'0 L e,,~'a_nd 9.y.p_;ess 31 Maidengrass 32 Fr, j ,m Jun. iPer,.. 'Gig Blue' LirLo[Le.. 34 Purp!~ W)nte[Creepe,r 35 4" Bed Preparation ,,_~ ..... !2" Mulch 'Top,,d_r_e.s.s. ing . 37 4." steel B_edEdging ..... j}~_ .~,~_.~_y. dromu~ch Bermuda Grass 12 33 32 8 14 8 .... 14 52 SUBTOTAL 99 1,675 797- 3,336 3,336 t72 55,636 ~JN~T 'I EA LF EA EA EA EA EA EA EA EA EA EA EA EA EA EA E/~ ~:A SF SF LF SF UNIT PRICE "12.50 0.33 266.00 340.00 198.00 182.00 207.00 2,800.00 2,500.00 750.00 750.00 750.00 518.00 518.00 325.00 325.00 518.00 21.00 21.00 2.00 3.50 0.75 0.29 2.88 0.08 COST 3,837.50 4,950.00 1,064.00 4,420-00 396.00 364.00 2,691.00 2,800.00 2,500.00 7,500.00 9,000.00 24.750.00 16,576.00 4,144.00 4,550.00 2,600.00 7,252.00 1,092.00 2,079.00 3,350.00 2,789.50 2,502.00 967.44 495.36 4,172.70 141~05.90 3000 PSi ,Concr, e.!.~e Riprap 2 ;18" Gabion Baskets 3 ~3'x3'x3' Gabion Baskets 4. Sheet Piles 5 12" '~o 18" Dia. RoCk ~ubble_.R~'prap ' SDR 35 PVC Perforated [)rain " ~4" SDR 35 PVC Cleanout I J ' Dia. 18" Concrete Piers ! ~ 3¢ Oia. Con:fete Piers !0 36" Oia. Concrete Piers ....... j~.!__~" ~ia. ~9n,~r~t~ Columns ', 2 Concrete Bridge Abuiments ~3 Concrete ~nterior Bents __!4 Concrete Bri,~e Deck Concrete Bridge Curb & Sidewalk ~ .....1~.7...;~~~Beams , ......~,%- .-- ,~ . __.;_) ........... [e Rails ' 1_ 462 SY 28.00 534 CY 180.00 4 EA 200.00 _ 10,912 SJ: 12.00 53 SY 60.00 368 LF 22.00 6 EA 250.00 224 LF 37.00 560 LF 63.00 9t0 LF 93.00 44 CY 454.00 t 35 CY 403.00 58.1 CY 454.00 618.8 CY 450.00 103 CY 353.00 192 CY' 353.00 2,984 LF 78.00 440 'LF' ..... 6.0d' 1,480 LF 100.00 40,936.00 96,120.00 800.00 130,944.00 3,180.00 8,096.00 1,500.00 8,288.00 .35,280.00 84.630.00 19 976.00 54405.0O 26 377.40 278460.00 36359.00 67.776.00 232 752.00 2,640.00 148,000.00 4/22;95 Page 3 of 4 OPO49S,XLS 817 ~67 7713 WiEF"~ASSOCiATES P.5 P~OJEC'i': Denf~on=Ta!~ Road 2 DESCRgPTION OF iTEM SUBTOTAL ~Fidge L!_g_hting & Electrical Mounted Twin Fixture Light Surface Mounted A[~a Light. Elec+.ric Meter Pad, Pedestal & Meter Contro~ Pad, ........ "'i~7 ............~'r~i;'~i~'~'k'~ ~ Bik~ Trails 'f U~nctassified Excavation ......... 21 ........~'j_~ime Stabilized Subgrade Panels, Photocel & Box SUBTOTAL 'FGTAL BASE BID CONSTRUCTION 10% CONTINGENCY TOTAL BASE PROJECT COST i",!X.dF_at. ed_Lin!e 12' Wide 6" 3000 P~i C~nc. Hike & Bike"'~rail ~.~ Wide G[avel Jogging Path 4.~_" Topso)~ & Hydromulch __ :,~"' 3000 PSi Concrete Riprap ~2" to 18" Di~. Rock Rubble Riprap 3" Schedule 40 PVC Conduit 9 .......... '!_~1 ........:Le"__RcP class '~ '1 !Special Grate Inlet i,'.~ t8" T~ '"B" Headwall 'f ;~ 'ran. c_.h S_sfe~),. ~ 4 ~niet Treatment 8 EA 14 EA I LS 1 LS 1,351 CY 5.00 401 SY 2.00 8.0 TON 95.00 342 SY 28.00 240 SY 30.00 685 S~ 1.50 57 'SY 28.00 35 SY 60.00 16 LF 4.00 65 'LF 38.00 1 EA 1,200.00 I EA 1,000.00 65 LF 1.00 1 F_.~, 150.00 W&A JOB NO: 94-093 UNIT PRICE COST 1,276,519.40 1,200.00 9.600.00 300.00 4,200.00 2,200.00 2,200~00 5,200.00 5,200.00 21~00.00 2,757,816.30 275,782.00 3,033,598.30 6,755.00 802.00 570.00 9,576.00 7,200.00 1,027.50 1,596.00 2,100.00 64.00 2.470.00 1,200.00 1,000.00 65.00 150.00 ~JB1FOTAL ALTERNATE BID CONST. i "' .................i10% CONTINGENCY ..................................... ~:!,:OTAL ~iLTERNATE BID CONST. TOTAL BASE + ALTERNATE COST ..Since the design ~rm'essional has no cen~rof over the cost of tabor. matsdais, or ~uipmenL ~ over the contra~ots ~ d~erminin5 pric~, or over the cemp~titive bidding or market conditions, his opini~e of probable Gost provide~ for ~n ~ ~o b~ me~e cn ~h~ ~s of his experience and quati~ti~s. Thee ~inions re~ent his b~st judgment as a deign )rof~sion~l ~mi~m' wi~h the con~ucti,on industW. However, the d~ign pmfsssional can not and does not guam~ee th~ 9re~o~als, bi~s, c~ construeion co~ will not yaw from ~t~ optrims of probable cost he hae ~-epamd. IF the ~ner wishes ~re~J ~s~umnc~:~ ~=s to the cons~ructiGn co~. he shall employ ~n ~ndepe~ent cost 34,575.50 3,458.00 38,033.50 3,071,631.80 'Prepared PLG UTL Pa e 4./22/9r g 4 Of 4 OPO498.XLS