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HomeMy WebLinkAboutCost Estimate ,C) 0 .., Castlegate Subdivision, Phase 7,Section 1 Estimated Cost of Remaining Infrastructure February 6, 2007 isoinaled us Rematning Item fres,...-0tsti,4i 1 mi ' Total • Li-allots Complete Value Sitosork& Pr;cmeni , l \101:011eatiop Construction Stak t1.- I N- i 6..000 I 00'3 2 Clearing&Grubbing 000nsite burning) Xt. 5,9 17.550 100% 0 I Exerts anon(est.cttt -2354 cv..est. On i(44 c.4..4 i s 1 14.200 100", 0 4 6"Lillie StAblhiatien(6<,,,lime bs ‘t eight I S). 7,579 27,1S4 10', n 5 6'Crushed Limestone Base SY ,51- 46.530 6 2"flot Mix Asphaltic Concrete SV 5,S i- 43,6/5 in,, 4.3.028 7 Curb&knitter(all types) LF 349-0 33.4,S22 100", 0 Concrete a run SF 4,118 22,649 100% 0 Strestork and Paving Subtotal $48,2481 Drainage 9 18-HDPL Pipe.structural backlit! LI 31 030 100,t,* 0 10 24"11DPE. Pipe,structural backfill IF 379 13.205 100% 0 11 30"HDPE Pipe.structural backfill IF 61 3.355 100% 0 12 30"HOPE Pipe,trot-structural backlit! IF 309 14.523 100% 0 13 10'Rtscessed Inlet 11A 4 1.1,800 100"-. 0 14 5'Recessed Inlet EA 2 6.000 100'',(4 0 13 Concrete headwall for 30'HOPE Pipe IA 1 2.800 100% 0 16 Connect to junction box EA 1 2.500 100",,, 0 1,7 Silt Fence l F 1,401 3,1433 100", tt IS Inlet Protection 1 \ 4 500 ic',. 300 19 Constt action Exit 1 1, 1 1,300 100% 0 20 Rock Rip Rap 33 1,8E5 100% 0 21 hrdromuleh Seeding(back of curb as ROW t• ` ''r 5,290 3,174 0% 3.174 22 SWPPP Implementation&Maintenance 1 1 2.500 90''Q 250 23 TV fns 2,730 0% 2,7.30 Drainage Subtotal $6,654 Water 2) ic t Water Pipe,struoural backlit! LI 3.8 988 100% 0 25 o C909 W'ater Pipe.norostrucluml inrcklill 1.I 695 13,290 1 oot4, 0 26 S'''C909 Water Pipe,structural backtill IF 194 5..880 100% 0 2" 8"C909 Water Pipe.non-soucturat backlit, IT L221 31.746 100", 0 28 Fire Hydrant Assemblx(Is- $"x(u"tee,salse,ten.extension) EA 1 2,600 100% 0 29 114e thdrant Assembly In 6's 6"tee,s Are,s err.extension) LA I 24400 100% 0 30 S"MI Gate Vats e EA 3 1.550 100',, 0 Si 6"Mi.Gate'Calve I A A 1,630 100°. 0 32 5%8"\l 3, 4,;:v .1 .\ 1 3-5 loft',, 0 33 8%.6"N1..1. le( IA 350 100 ., 0 34 6"x 6'M.1, Tee EA 3 ,00 S',;. S"X 43"\I,,.4.Bend 1' X 0 4,80ft too'„ 13 So 5"X.22_5'Mi. Herat I.A 2 OW I 003„ 0 37 5"k,. 11,25'\I J. Bend 1 A 1 300 100'4, 0 „IN 0'x 45'V1 I lkod 1-,A. ?; 250 i fur,., 4; 39 0-x 12,3"\It, Bend I A 1 250 104%' 0 .40 0'x 11.'3' \II. Bend 1 A , 230 IOU" 31 8."x 0' X1.1 Reduce). I- ,3 ' 173 100', 3, 42 Connect to existing sato line I 31 1 ' ) 100",, 43 2"Wolk, (111.‘c5e1/411,, F\ .,, 1,31s) 100-4, 0 44 1.5"\Valet Sc3c NV:,3 1:4 0 talV length fl t 1- X s ',,,ttio row,., 0 43 1,3"Watet,:'in ice - 15 ft tax g length- 40 0 e 1A, 1 l 13.20o 100% 46 1'Water Sets tt-t, r r; rt(„I,.v length 1(t Os F X 3 2010 .or",, 0 -,, C Castiegate Subdivision, Phase 7.Section I Estimated Cost of Remaining Infrastructure Fehr ry 6. 2007 i',..,Intakli ',. Remaining item Description I tot Total Quantirt. Complete Value 47 `'," Water Sen ice-- 13 it iakg, length 44 ft/ FA : 1,000 1oo,,,3 0 Water Subtotal SO Seu et 4s 6°"PL.0 Seuet Line, 1)3034,SDR 26,stut.mral backtill LI 444 13.320 1 iti 4 49 6PVC Seta er Lute.0304. DR 26nnu structural tut:Will 1,1; 642 16,692 1(n i 0 50 6' PVC Sewer Lme.D2241.SDR 26.structural! krill 1.1: -io 660 1110 . 0 51 - 'PLI.'Sewer Line, D3034,SDR 26.strut:tura!backlit! 1,12 326 I 7,930 1011 . 0 PVC SCV,(7 Line..D3034.SI.* 26,non structural backfill LI 886 35.440 10i 0 -. - PVC Sem.or Line.02241,SDR 26,non itructural backlit' IF 20 860 10( 0 54 -',nidard 4'Vlanhole.0-800 ft depth LA ''' 5,200 9,' 260 55 -:attdard 4'Nlanhole,8.01-10.00 0 depth h A 6 17„400 95 56 Standard 4'Manhole, 14,01.1600 ft depth,ttn existing 12'lin EA 1 .3,800 95°- 190 57 6'Drop Structure for S'sewer/me LA 1 1.000 1001,, 0 58 6'PVC Cap EA s 200 liXr,,, 0 59 TV twines:him IF 2,33S 8J83 0' 8,183 60 4"Sewer Sets tee,.i 15 It Ovg !molt :, tt EA 14 7.000 100' 0 61 4"Ser Sert,ice - 15 ft rat,v.length .19 tit `I. 12 10,800 100',, 0 Sewer Subtotal 89.503 ..........r.................r.ua. Toy kl. RE\RISING INFRASTRI CTURE COSTS S64.43$ a' , er ‘ 66923 ..... i ' 4347- 2 ife;/617 .. _ ..... . _