HomeMy WebLinkAboutWPO201400068 Bond Estimates 2015-01-12 Project Name: Farmington Country Club South Side Improvements
WPO file number.WP0201400068
Erosion and Sediment Control Bond Estimate
Item (lam Ns,Ilnd I/BAIA& tad
Number linstolledt
stablasatio(PS,TS) 2.5 acres ••- . $12,500.00
alt fence(SF) GOO ft $3.000.00
•
W
•' 'ety fence(SAP) 40 ft $200.00.
emersion(DO.FD,RWD) 980 ft $4,880.00
temporew slope awns PIP.length 0 ft pipe claimer 0 in 0 ;,--:- $0.00
wirework be trep/been
height of dan at toe 18 ft cut at high side 4-ft
height ot NI at face Oft cut et face 2*
Wigth or am 120 ft length of co 120 ft
top Weft 0 ft width of cut 03'ft
.Tdi ildth.d--., D.-'t :hoe!wet of cu0 "2 0
evil'we,f0,11,.. i. •lerrn too,..avert,
.rtieh om'w thoser, .2 of ‘s..areiTo..rib'sni DO if
N'O:.r... •ft.U ,1014, D/:1 cy
WNW,el weary 43 ft ,:',0,•s'here*, 1 I lb'.-, $13.00 $14,754.00
width of spillway 11 ft !I,Alliore I hou wri ' trot $00.00 $1,330.00
structures for basin
neer heght 0 ft
riser diameter $0.00
barrel length 0 ft bow plate cr fen 0 $200.00 $0
barrel ammeter $0.00
• •. ..
herr.eaters 0 $200.00 $0
baffle knoth 0.•ft $50.00 $0
WI fence est protection(IP) 0 0'0''.0- $0.00
Navin*protection(IP) 8 $‘0.4 OD $1,200.00
outlet protection(OP)(included In ripweft I length 0 ft width 0 ft 0 SOO• $0.00
chewed(SCC,meted) length 0 ft width 0 ft $0.00
cheek earn depth in theme 0 ft channel width 0 ft 0 $,00 $0.00
constructien entrance(CE) 0 $2...00 00 $0.00
welsh rack $.4000../., $2,000.00 1
pared construction entente 1 1.3..0300 00 $3,500.00
norm,Owed(OP end stone weir forebr depth 2 ft length 85 ft
teeth 5.5 5.80 00 $2,488 75
survey and layout(pice per 0.1 nil.) ewes 2.5 traps end beans 1 $1.750.00
motazaften $500.00
strewn creasing(computed Independently) $0.00
bet sum $47,9S0 75
• prig mgmt $7.182.81
contingeray 65,514.94
Total 660,660•
1/12/2015
Project Name:Cascadia-Blocks 4-7
WPO file number: WPO201300032
Stormwater Management Plan Bond Estimate
Ron) Rein Nu.Unit Unit CA$l Cost
Nurnbet Gn$lelle7)
permenenl diversbn or dith 0 ft 513.00 50.00
bntlartl manhole frame top lnot inter) 1 ea $50000 $500.00
drop rote,or grate 3 ea 53,500.00 510,50000
mennde structure(per Ir nse) 10 ft $450.00 $4,500 00
pipe.rcp,cmpl151o45') 'IS m d 3 ES-1,2 0 EG1 250 ft 53500 510.25000
egprepe,e base or drainage crone 0 0 in d 0 0 1t L 0 0 ft W 0 0 ton $35 00 $0.00
eererepk loebbr@er Ioompleted n E&S phsaa),See trap cleenoui bebv
height of dam at toe 0 ft out at high side 0 ft
height of fill at face 0 ft cid et face 0 ft
length of dam 0 ft length of cut 0 ft
op width 0 ft widm of cut 0 ft
(area above tanuson) 0 sf (area below treneltlon) 0 at
(hegnlEebw tr.nsi0on 0 ft (depth below tren5Adon 0 ft
(brat fill volume) 0 00 (Octal fill volume) 0 cy
length of spolwer 0 ft $1300 3000
width of spillway 0 ft (spRhwy stone tons) 0 tons $50.00 50.00
structures toe bavn
user height 0 ft
riser d�ameror 0 in 50.00
barrel length Oft base pleb or ldn 0 $200.00 $0.00
barrel m.rmror 0 in $0 00
barrel collars 0 5200 00 S0 00
baffle length 0 ft $50.00 $0
trepcieenout-b0reer ,w,.rrcan,,rips 824 cy $13.00 $8,112.00
reel 0 ea $150.00 $0.00
0 ee 55000 5000
seedlings 0 ea $500 $0.00
underdram(LF) o n $5,00 $000
biofilter soil ma(GV) 416 cy $3800 $15.808.00
bash reckl mu vortex devices .rwM�. 0 ft 51,500 00 So 00
mein, oed)LF) Y. 0 ft 550.00 $000
IIPrapnleered 8198ce or remit 1viMyir rlaptlf „„r,'�T.: 2 ft teapot 30 ft
welch 5.0 (tons) 22.5 580.00 $135000
survey and layout(once per 0 1 to.) ad0M „ ;" 2.5 basins 1 51 750.00
mobm:evon $500.00
as-built drawings(per l.okty) ,Ar+�y^am� ..'g :' 1 as 52,000.00 52000.00
meronas eoong leer f.=n�ty) 1 0. $2.000.00 $2 000 00
compaceonro.0ng(Per d.m) atifISM,CUSEK. r 55,00000 $5,000.00
manufactured facd,hea(attach menWsc$lrees or contractor's price as s b.w) 50 00
wct win $82 270.00
prq mgmt $0 340.50
contingency $7 181.05
Total $78,780
1/12/2015