HomeMy WebLinkAboutWPO201300037 Bond Estimates 2013-05-30Phase 2 of Willow Glen
WPO file number: WPO201300037
Erosion and Sediment Control Bond Estimate
Item Item No.Unit Unit Cost Cost
Number (installed)
stablization (PS, TS)22.0 acres $5,000.00 $110,000.00
silt fence (SF)2750.0 ft $5.00 $13,750.00
safety fence (SAF)688.0 ft $5.00 $3,440.00
diversion (DD, FD, RWD)2300 ft $13.00 $29,900.00
temporary slope drain (TSD)pipe length 230 ft pipe diameter 30 in $65.00 $15,450.00
1 temporary sediment trap (ST or CIP)Method for volume comp:
height of dam at toe 3 ft cut at dam 1.5 ft (lenth) x (total width) x (average height) / 27 for cubic yards
height of dam at face 1 ft cut at high side 3 ft assume face at 2:1, toe at 3:1
length of dam 100 ft length of cut 100 ft total width = 3x(toe height) + 2x(face height) + top width
top width 2 ft width of cut 0 ft average height = (toe height + face height) / 2
(comp. fill vol)96.3 cy (cut vol)75.0 cy $13.00
length of spillway 17.3 ft (cy est)121.3
width of spillway 4 ft (spillway stone tons)7.68889 $50.00 $1,961.30
1 temporary sediment basin (SB)
height of dam at toe 7 ft cut at dam 10 ft
height of dam at face 4 ft cut at high side 10 ft
length of dam 400 ft length of cut 100 ft
top width 10 ft width of cut 60 ft
(comp. fill vol)3177.8 cy (cut vol)3703.7 cy $13.00
length of spillway 0 ft (cy est)4763.0
width of spillway 0 ft (spillway stone tons)0 $50.00 $61,918.52
riser height 10 ft
riser diameter 72 in (riser unit price)$0.00
barrel length 95 ft (price of base)$200
barrel diameter 24 in (barrel unit price)$50.00
barrel collars 1 baffle length 0 ft $5,150.00
silt fence inlet protection (IP)7 $100.00 $700.00
stone inlet protection (IP)43 $200.00 $8,600.00
outlet protection (OP)length 15 ft width 10 ft 2 $675.00 $1,350.00
channel (SCC, matted)length 0 ft width 0 ft $0.00
check dam depth in channel 0 ft channel width 0 ft 1 $0.00 $0.00
construction entrance (CE)0 $2,000.00 $0.00
wash rack 1 $2,000.00 $2,000.00
paved construction entrance 1 $3,500.00 $3,500.00
rip-rap, placed depth 2 ft length 200.0 ft
width 10.0 (tons)300 $60.00 $18,000.00
survey and layout (price per 0.1 mi.)acres 1 traps and basins 2 $1,500.00
mobilization $500.00
stream crossing (computed independently)
cost sum $277,719.81
proj mgmt $41,657.97
contingency $31,937.78
Total $351,320
6/26/2013
Phase 2 of Willow Glen
WPO file number: WPO201300037
Stormwater Management Plan Bond Estimate
Item
Item
No.
Unit
Unit Cost
Cost
Number
(installed)
site clearing
permanent diversion or ditch
0
ft
$13.00
$0.00
standard manhole frame top (not inlet)
0
ea
$500.00
$0.00
manhole structure (per ft. rise)
10
ft
$450.00
$4,500.00
pipe, rcp, cmp (15 to 48")
24.0
in d
1
ES-1,2
1
EC-1
95.0
ft
$50.00
$5,750.00
aggregate base or drainage stone
0.0
in d
1.0
ft L
0.0
ft W
35.0
ton
$35.00
$1,225.00
1
basin
height of dam at toe
0
ft
cut at dam
0
ft
height of dam at face
0
ft
cut at high side
0
ft
length of dam
260
ft
length of cut
0
ft
top width
0
ft
width of cut
0
ft
(comp. fill vol)
0.0
cy
(cut vol)
0.0
cy
$13.00
length of spillway
0
ft
(cy est)
0.0
width of spillway
0
ft
(spillway stone tons)
0
$50.00
$0.00
(price of base)
$0
barrel collars
0
baffle length
0
ft
$0.00
trees
0
ea
$150.00
$0.00
shrubs
0
ea
$50.00
$0.00
seedlings
1018
ea
$5.00
$5,090.00
underdrain (LF)
0
ft
$5.00
$0.00
biofilter soil mix (CY)
0
cy
$38.00
$0.00
trash rack/ anti vortex devices
1
ft
$1,500.00
$1,500.00
maintenance access road (LF)
500
ft
$50.00
$25,000.00
Timber Bulkhead
depth
4
ft
length
720
ft
2880
sq ft
$10.00
$28,800.00
rip-rap, placed
depth
2
ft
length
30.0
ft
width
30.0
(tons)
135
$60.00
$8,100.00
survey and layout (price per 0.1 mi.)
acres
1
basins
2
$1,500.00
mobilization
$500.00
as-built drawings (per facility)
1
ea
$2,000.00
$2,000.00
materials testing (per facility)
1
ea
$2,000.00
$2,000.00
compaction testing (per dam)
1
ea
$5,000.00
$5,000.00
manufactured facilities (attach manufacturer's or contractor's price as a base)
cost sum
$90,965.00
proj mgmt
$13,644.75
contingency
$10,460.98
Total
$115,080
6/26/2013
W/7/ 714°0
ID
Date Recei. ee Paid: _ �+ �t�•.;.r yr.rft.It M 4--)c
Reweis d by: dr
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Intake: Forward to Ana}r
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BOND ESTIMATE REQUEST
APPROVED PROJECT PLAN TITLE: t Riede on the appru%e plan from%%hieh the estimate will he prepared.
w 1i,VO W t, tJ
All parcels in the project, including an oft-site r.+ork if easements are not provided.and current oi‘ners. Use a
separate sheet it'more owners are required. O~vner and tax map information must be correct,and plans must he
approved prior to bond estimates being prepared.
VI1 2So? ?4De , c. (lo113��
TAX MAPS PARCL:Ls: 32:2_ OWNER'S NAME:
SIGNATURE: date: S • 2AS- 13
TAX MAPS. PARCELs:'3 Cs' OWNER'S NAME: IAPli t .erg I&wIE,et.` Lto113
SIGNATURES date: 5•211; _
D e t. 6a110(13
TAX MAPS PARC_`ELs: 32- K15 OWNER'S NAME: - -- ' •'.. •
SIGNATURE: `"" date S 'Z • f3
y� tUL-E�1 — (?mot b(lc�(13
TAX MAPS PARC'ELs: 32- �t'1 1- OWNER'S
SIGNATURE: date:
5 5-• 13
FAX MAPS PARCELs: OWNER'S NAME:
SIGNATURE: date:
The requested estimates are:
t rosion& Sediment Control per Water Protection Ordinance section 17-207
tormvkater Management per Water Protection Ordinance section 17-306
Subdivision (roads. drainage,etc.)per Subdivision Ordinance section 14-435:
& Water& Suter per Subdivision Ordinance section 14-435: 5250 fee required
The estimate must be sent to the(miter. Please provide contact information.
EMAIL: gPt71f e \fl 1 iv\GS -V G . C t S'V!C'Y-----
OR REGULAR MALI. ADDRESS: i1 L,C, .,e
Ida 04),74,1 6t9 S RECEIVED
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COMMUiNFTY
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