HomeMy WebLinkAboutWPO201200091 Review Comments Bond Estimate 2013-01-29Keswick Club LLC - Golf Course
WPO file number: WPO201200091
Erosion and Sediment Control Bond Estimate
Item Item
Number
stablization (PS, TS)
Unit Cost
sip fence (SF)
safety fence (SAF)
diversion (DD, FD, FWD)
$5,000.00
temporary slope drain (TSD)
pipe length
1 temporary sediment trap (ST or CIP)
$53,000.00
0.0 ft
height of dam at tae
$0.00
height of dam at face
$13.00
length of dam
top width
$0.00
(cane. fill vd)
length of spillway
width of spillway
2 temporary sediment trap (ST or CIP)
height of dam at tce
height of dam at face
length of dam
top width
(camp. fill Vol)
length of spillway
width of spillway
2A temporary sediment trap (ST or CIP)
height of dam at tce
height of dam at face
length of dam
top width
(cane. fill Vol)
length of spillway
width of spillway
3 temporary sediment trap (ST or CIP)
height of dam at tce
height of dam at face
length of dam
top width
(cane. fill Vol)
length of spillway
width of spillway
3A temporary sediment trap (ST or CIP)
height of dam at tce
height of dam at face
length of dam
top width
(cane. fill Vol)
length of spillway
width of spillway
4 temporary sediment trap (ST or CIP)
height of dam at tce
height of dam at face
length of dam
top width
(cane. fill Vol)
length of spillway
width of spillway
5 temporary sediment trap (ST or CIP)
height of dam at tce
height of dam at face
length of dam
top width
(cane. fill Vol)
length of spillway
width of spillway
5A temporary sediment trap (ST or CIP)
height of dam at tce
height of dam at face
length of dam
top width
(cane. fill Vol)
length of spillway
width of spillway
6 temporary sediment trap (ST or CIP)
height of dam at tce
height of dam at face
length of dam
top width
(cane. fill Vol)
length of spillway
width of spillway
6A temporary sediment trap (ST or CIP)
height of dam at tce
height of dam at face
length of dam
top width
(cane. fill Vol)
length of spillway
width of spillway
7 temporary sediment trap (ST or CIP)
height of dam at tce
height of dam at face
length of dam
top width
(cane. fill Vol)
length of spillway
width of spillway
8 temporary sediment trap (ST or CIP)
height of dam at tce
height of dam at face
length of dam
top width
(cane. fill Vol)
0 ft pipe diameter 0 in
0 ft cut at dam 4 it
0 it cut at high side 5 It
0 ft length of cut 28 it
0 it width of cut 14 It
0.0 cy (cut Vol) 149.3 cy
6 it (cy est) 149.3
8 ft (spillway stone tans) 2.7
0 ft cut at dam 4 it
0 it cut at high side 5 It
0 ft length of cut 38 it
0 it width of cut 19 It
0.0 cy (cut Vol) 234.3 cy
6 it (cy est) 234.3
8 ft (spillway stone tans) 2.7
0 ft cut at dam 4 it
0 it cut at high side 5 It
0 ft length of cut 24 it
0 it width of cut 12 It
0.0 cy (cut Vol) 120.0 cy
6 it (cy est) 720.0
8 ft (spillway stone tans) 2.7
0 ft cut at dam 4 it
0 it cut at high side 5 It
0 ft length of cut 32 it
0 it width of cut 16 It
0.0 cy (cut Vol) 181.3 cy
6 it (cy est) 181.3
8 ft (spillway stone tans) 2.7
0 ft cut at dam 4 it
0 it cut at high side 5 It
0 ft length of cut 40 it
0 it width of cut 20 It
0.0 cy (cut Vol) 253.3 cy
6 it (cy est) 253.3
8 ft (spillway stone tans) 2.7
0 ft cut at dam 4 it
0 it cut at high side 5 it
0 ft length of cut 36 it
0 it width of cut 18 It
0.0 cy (cut Vol) 216.0 cy
6 it (cy est) 216.0
8 ft (spillway stone tans) 2.7
0 ft cut at dam 4 it
0 it cut at high side 5 it
0 ft length of cut 30 it
0 it width of cut 15 It
0.0 cy (cut Vol) 165.0 cy
6 it (cy est) 165.0
8 ft (spillway stone tans) 2.7
0 ft cut at dam 4 it
0 it cut at high side 5 it
0 ft length of cut 26 it
0 it width of cut 13 It
0.0 cy (cut Vol) 134.3 cy
6 it (cy est) 134.3
8 ft (spillway stone tans) 2.7
0 ft cut at dam 4 it
0 it cut at high side 5 It
0 ft length of cut 40 it
0 it width of cut 20 it
0.0 cy (cut Vol) 253.3 cy
6 it (cy est) 253.3
8 ft (spillway stone tans) 2.7
0 ft cut at dam 4 it
0 it cut at high side 5 It
0 ft length of cut 40 it
0 it width of cut 20 It
0.0 cy (cut Vol) 253.3 cy
6 it (cy est) 253.3
8 ft (spillway stone tans) 2.7
0 ft cut at dam 4 it
0 it cut at high side 5 it
0 ft length of cut 24 it
0 it width of cut 12 It
0.0 cy (cut Vol) 120.0 cy
6 it (cy est) 720.0
8 ft (spillway stone tans) 2.7
0 ft cut at dam 4 it
0 it cut at high side 5 It
0 ft length of cut 38 it
0 it width of cut 19 It
0.0 cy (cut Vol) 234.3 cy
No. Unit
Unit Cost
Cost
(installed)
71.0 acres
$5,000.00
$355,000.00
10600.0 it
$5.00
$53,000.00
0.0 ft
$5.00
$0.00
0 it
$13.00
$0.00
$0.00
$0.00
$13.00
$50.00 $2,076.33
$13.00
$50.00 $3,181.33
$13.00
$50.00 $1,695.00
$13.00
$50.00 $2,492.33
$13.00
$50.00 $3,428.33
$13.00
$50.00 $2,943.00
$13.00
$50.00 $2,280.00
$13.00
$50.00 $1,881.33
$13.00
$50.00 $3,428.33
$13.00
$50.00 $3,428.33
$13.00
$50.00 $1,695.00
$13.00
Method for vdumr
(lenth) x (total wid
assume face at 2:
total width = 3x(to
average height = (
Method for vdumr
(lenth) x (total wid
assume face at 2:
total width = 3x(to
average height = (
Method for vdumr
(lenth) x (total wid
assume face at 2:
total width = 3x(to
average height = (
Method for vdumr
(lenth) x (total wid
assume face at 2:
total width = 3x(to
average height = (
Method for vdumr
(ler th) x (total wid
assume face at 2:
total width = 3x(to
average height = (
Method for vdumr
(lenth) x (total wid
assume face at 2:
total width = 3x(to
average height = (
Method for vdumr
(lenth) x (total wid
assume face at 2:
total width = 3x(to
average height = (
Method for vdumr
(lenth) x (total wid
assume face at 2:
total width = 3x(to
average height = (
Method for vdumr
(lenth) x (total wid
assume face at 2:
total width = 3x(to
average height = (
Method for vdumr
(ler th) x (total wid
assume face at 2:
total width = 3x(to
average height = (
Method for vdumr
(lenth) x (total wid
assume face at 2:
total width = 3x(to
average height = (
Method for vdumr
(lenth) x (total wid
assume face at 2:
total width = 3x(to
average height = (
1/29/2013
Keswick Club LLC - Golf Course
WPO file number: WPO201200091
Erosion and Sediment Control Bond Estimate
Item
Item
No. Unit Unit Cost
Cost
Number
(installed)
length of spillway
6 ft
(cy est)
234.3
width of spillway
8 ft
(spillway stone tans)
2.7
$50.00
$3,181.33
8A
temporary sediment trap (ST or CIP)
Method for volume
height of dam at tae
0 ft
cut at dam
4 ft
(lenth) x (total wid
height of dam at face
0 ft
cut at high side
5 it
assume face at 2:
length of dam
0 ft
length of cut
22 ft
total width = 3x(to,
top width
0 ft
width of cut
71 it
average height =
(cane. fill vol)
0.0 cy
(cut Vol)
106.3 cy
$13.00
length of spillway
6 ft
(cy est)
106.3
width of spillway
8 ft
(spillway stone tans)
2.7
$50.00
$1,517.33
9
temporary sediment trap (ST or CIP)
Method for volume
height of dam at tae
0 ft
cut al: dam
4 ft
(lenth) x (total wid
height of dam at face
0 ft
cut at high side
5 it
assume face at 2:
length of dam
0 ft
length of cut
30 fl
total width = 3x(to
top width
0 ft
width of cut
15 it
average height =
(cane. fill Vol)
0.0 cy
(cut Vol)
165.0 cy
$13.00
length of spillway
6 ft
(cy est)
165.0
width of spillway
8 ft
(spillway stone tans)
2.7
$50.00
$2,280.00
10
temporary sediment trap (ST or CIP)
Method for volume
height of dam at tae
0 ft
cut al: dam
4 ft
(lenth) x (total wid
height of dam at face
0 ft
cut at high side
5 it
assume face at 2:
length of dam
0 ft
length of cut
26 ft
total width = 3x(to
top width
0 ft
width of cut
13 it
average height =
(cane. fill Vol)
0.0 cy
(cut Vol)
134.3 cy
$13.00
length of spillway
60 ft
(cy est)
134.3
width of spillway
8 ft
(spillway stone tans)
2.7
$50.00
$1,881.33
11
temporary sediment trap (ST or CIP)
Method for volume
height of dam at tae
0 ft
cut al: dam
4 ft
(lenth) x (total wid
height of dam at face
0 ft
cut at high side
5 it
assume face at 2:
length of dam
0 ft
length of cut
36 fl
total width = 3x(to
top width
0 ft
width of cut
18 ft
average height =
(cane. fill Vol)
0.0 cy
(cut vd)
216.0 cy
$13.00
length of spillway
60 ft
(cy est)
216.0
width of spillway
8 ft
(spillway stone tans)
2.7
$50.00
$2,943.00
12
temporary sediment trap (ST or CIP)
Method for volume
height of dam at ice
0 ft
cut at dam
4 it
(lenth) x (total wid
height of dam at face
o ft
cut at high side
5 M
assume face at 2:
length of dam
0 ft
length of cut
26 it
total width = 3x(to,
tap width
0 ft
width of cut
13 fl
average height =
(cane. fill Vol)
0.0 cy
(cut Vol)
134.3 cy
$13.00
length of spillway
60 ft
(cy est)
134.3
width of spillway
8 ft
(spillway stone tons)
2.7
$50.00
$1,881.33
13
temporary sediment trap (ST or CIP)
Method for volume
height of dam at ice
0 ft
cut at dam
4 it
(lenth) x (total wid
height of dam at face
0 ft
cut at high side
5 M
assume face at 2:
length of dam
0 ft
length of cut
26 it
total width = 3x(to,
tap width
0 ft
width of cut
13 fl
average height =
(cane. fill volt
0.0 cy
(cut vol)
134.3 cy
$13.00
length of spillway
60 ft
(cy est)
134.3
width of spillway
8 ft
(spillway stone tons)
2.7
$50.00
$1,881.33
14
temporary sediment trap (ST or CIP)
Method for volume
height of dam at ice
0 ft
cut at dam
4 it
(lenth) x (total wid
height of dam at face
o ft
cut at high side
5 M
assume face at 2:
length of dam
0 ft
length of cut
28 it
total width = 3x(to,
tap width
0 ft
width of cut
14 fl
average height =
(cane. fill Vol)
0.0 cy
(cut Vol)
149.3 cy
$13.00
length of spillway
60 ft
(cy est)
149.3
width of spillway
8 ft
(spillway stone tons)
2.7
$50.00
$2,076.33
15
temporary sediment trap (ST or CIP)
Method for volume
height of dam at ice
0 ft
cut at dam
4 it
(lenth) x (total wid
height of dam at face
0 ft
cut at high side
5 M
assume face at 2:
length of dam
0 ft
length of cut
18 it
total width = 3x(to,
tap width
0 ft
width of cut
9 fl
average height =
(cane. fill Vol)
0.0 cy
(cut Vol)
81.0 cy
$13.00
length of spillway
60 ft
(cy est)
81.0
width of spillway
8 ft
(spillway stone tons)
2.7
$50.00
$1,188.00
16
temporary sediment trap (ST or CIP)
Method for volume
height of dam at ice
0 ft
cut at dam
4 it
(lenth) x (total wid
height of dam at face
o ft
cut at high side
5 M
assume face at 2:
length of dam
0 ft
length of cut
38 it
total width = 3x(to,
tap width
0 ft
width of cut
19 ft
average height =
(cane. fill Vol)
0.0 cy
(cut Vol)
234.3 cy
$13.00
length of spillway
60 ft
(cy est)
234.3
width of spillway
8 ft
(spillway stone tons)
2.7
$50.00
$3,181.33
17
temporary sediment trap (ST or CIP)
Method for volume
height of dam at ice
0 ft
cut at dam
4 it
(lenth) x (total wid
height of dam at face
0 ft
cut at high side
5 M
assume face at 2:
length of dam
0 ft
length of cut
26 it
total width = 3x(to,
tap width
0 ft
width of cut
13 it
average height =
(cane. fill Vol)
0.0 cy
(cut Vol)
134.3 cy
$13.00
length of spillway
60 ft
(cy est)
134.3
width of spillway
8 ft
(spillway stone tons)
2.7
$50.00
$1,881.33
18
temporary sediment trap (ST or CIP)
Method for volume
height of dam at ice
0 ft
cut at dam
4 it
(lenth) x (total wid
height of dam at face
0 ft
cut at high side
5 M
assume face at 2:
length of dam
0 ft
length of cut
36 it
total width = 3x(to,
tap width
0 ft
width of cut
18 fl
average height =
(cane. fill Vol)
0.0 cy
(cut Vol)
216.0 cy
$13.00
length of spillway
60 ft
(cy est)
216.0
width of spillway
8 ft
(spillway stone tons)
2.7
$50.00
$2,943.00
19
temporary sediment trap (ST or CIP)
Method for volume
height of dam at ice
0 ft
cut at dam
4 it
(lenth) x (total wid
height of dam at face
0 ft
cut at high side
5 M
assume face at 2:
length of dam
0 ft
length of cut
26 it
total width = 3x(to,
tap width
0 ft
width of cut
13 fl
average height =
(cane. fill Vol)
0.0 cy
(cut Vol)
134.3 cy
$13.00
length of spillway
60 ft
(cy est)
134.3
width of spillway
8 ft
(spillway stone tons)
2.7
$50.00
$1,881.33
20
temporary sediment trap (ST or CIP)
Method for volume
1/29/2013
Keswick Club LLC - Golf Course
$13.00
1
WPO file
number: WPO201200091
1
$2,000.00
$2,000.00
Erosion
and Sediment Control Bond
Estimate
$3,500.00
$3,500.00
Item
Item
$53,500.00
Number
$500.00
cost sum
$548,286.67
height of dam at toe
0 ft
cut at dam
4 It
$63,052.97
height of dam at face
o It
cut at high side
5 it
length of dam
0 ft
length of cut
26 It
tap width
0 It
width of cut
13 tt
(camp. fill vol)
0.0 cy
(cut vol)
134.3 cy
length of spillway
60 It
Icy est)
134.3
width of spillway
8 ft
(spillway Stone tons)
2.7
21
temporary sediment trap (ST or CIP)
height of dam at ice
0 ft
cut at dam
4 It
height of dam at face
0 It
cut at high side
5 ft
length of dam
0 ft
length of cut
28 It
tap width
0 It
width of cut
14 tt
(camp. fill Vol)
0.0 cy
(cut Vol)
149.3 cy
length of spillway
60 It
Icy est)
149.3
width of spillway
8 ft
(spillway Stone tons)
2.7
22
temporary sediment trap (ST or CIP)
height of dam at toe
0 ft
cut at dam
4 It
height of dam at face
0 It
cut at high side
5 ft
length of dam
0 ft
length of cut
38 It
tap width
0 It
width of cut
19 tt
(camp. fill Vol)
0.0 cy
(cut Vol)
234.3 cy
length of spillway
60 It
Icy est)
234.3
width of spillway
8 ft
(spillway Stone tons)
2.7
23
temporary sediment trap (ST or CIP)
height of dam at ice
0 ft
cut at dam
4 It
height of dam at face
0 It
cut at high side
5 ft
length of dam
0 ft
length of cut
30 It
tap width
0 It
width of cut
15 tt
(camp. fill Vol)
0.0 cy
(cut Vol)
165.0 cy
length of spillway
60 It
Icy est)
165.0
width of spillway
8 ft
(spillway Stone tons)
2.7
24
temporary sediment trap (ST or CIP)
height of dam at toe
0 ft
cut at dam
4 It
height of dam at face
o It
cut at high side
5 ft
length of dam
0 ft
length of cut
32 It
tap width
0 It
width of cut
16 tt
(camp. fill Vol)
0.0 cy
(cut Vol)
181.3 cy
length of spillway
60 It
Icy est)
181.3
width of spillway
8 ft
(spillway Stone tons)
2.7
25
temporary sediment trap (ST or CIP)
height of dam at toe
0 ft
cut at dam
4 It
height of dam at face
o It
cut at high side
5 ft
length of dam
0 ft
length of cut
28 It
tap width
0 It
width of cut
14 tt
(camp. fill Vol)
0.0 cy
(cut Vol)
149.3 cy
length of spillway
60 It
Icy est)
149.3
width of spillway
8 ft
(spillway Stone tons)
2.7
26
temporary sediment trap (ST or CIP)
height of dam at toe
0 ft
cut at dam
4 It
height of dam at face
0 It
cut at high side
5 ft
length of dam
0 ft
length of cut
38 It
tap width
0 It
width of cut
19 tt
(camp. fill Vol)
0.0 cy
(cut Vol)
234.3 cy
length of spillway
60 It
Icy est)
234.3
width of spillway
8 ft
(spillway Stone tons)
2.7
27
temporary sediment trap (ST or CIP)
height of dam at toe
0 ft
cut at dam
4 It
height of dam at face
o It
cut at high side
5 ft
length of dam
0 ft
length of cut
38 It
tap width
0 It
width of cut
19 ft
(camp. fill Vol)
0.0 cy
(cut Vol)
234.3 cy
length of spillway
60 It
Icy est)
234.3
width of spillway
8 ft
(spillway Stone tons)
2.7
28
temporary sediment trap (ST or CIP)
height of dam at ice
0 ft
cut at dam
4 It
height of dam at face
o It
cut at high side
5 ft
length of dam
0 ft
length of cut
36 It
tap width
0 It
width of cut
18 tt
(camp. fill Vol)
0.0 cy
(cut Vol)
216.0 cy
length of spillway
60 It
Icy est)
216.0
width of spillway
8 ft
(spillway stone tons)
2.7
channel (SCC, matted)
length
f ft
width
f 0 tt
check dam
depth in channel
1 It
channel width
loft
construction entrance (CE)
wash rack
paved construction entrance
rip -rap, placed
depth
2 It
length
1.0 ft
width
1.0
(tons)
0.15
survey and layout (price per 0.1 mi.)
acres
71
traps and basins
36
mobilization
Stream crossing (computed independently)
No. Unit Unit Cost Cost
(installed)
$13.00
$50.00 $1,881.33
$13.00
$50.00 $2,076.33
$13.00
$50.00 $3,181.33
$13.00
$50.00 $2,280.00
$13.00
$50.00 $2,492.33
$13.00
$50.00 $2,076.33
$13.00
$50.00 $3,181.33
$13.00
$50.00 $3,181.33
$13.00
$50.00 $2,943.00
(IeMh) , (total Mid
assurne face at 2:
total width = 3,(to
average height = (
Method for volume
(IeMh) , (total Mid
assurne face at 2:
total width = 3,(to
average height = (
Method for volume
(IeMh) , (total Mid
assurne face at 2:
total width = 3,(to
average height = (
Method for volume
(lenth) , (total Mid
assurne face at 2:
total width = 3,(to
average height = (
Method for volume
(lemh) , (total Mid
assume face at 2:
total width = 3,(to
average height = (
Method for volume
(lemh) , petal Mid
assurne face at 2:
total width = 3,(to
average height = (
Method for volume
(lemh) , petal Mid
assurne face at 2:
total width = 3,(to
average height = (
Method for volume
(Tenth) , (total Mid
assurne face at 2:
total width = 3,(to
average height = (
Method for volume
(Tenth) , (total Mid
assurne face at 2:
total width = 3,(to
average height = (
1/29/2013
$13.00
1
$225.00
$225.00
1
$2,000.00
$2,000.00
$2,000.00
1
$3,500.00
$3,500.00
$60.00
$9.00
$53,500.00
$500.00
cost sum
$548,286.67
proj mgmt
$82,243.00
contingency
$63,052.97
Total
$693,590
(IeMh) , (total Mid
assurne face at 2:
total width = 3,(to
average height = (
Method for volume
(IeMh) , (total Mid
assurne face at 2:
total width = 3,(to
average height = (
Method for volume
(IeMh) , (total Mid
assurne face at 2:
total width = 3,(to
average height = (
Method for volume
(lenth) , (total Mid
assurne face at 2:
total width = 3,(to
average height = (
Method for volume
(lemh) , (total Mid
assume face at 2:
total width = 3,(to
average height = (
Method for volume
(lemh) , petal Mid
assurne face at 2:
total width = 3,(to
average height = (
Method for volume
(lemh) , petal Mid
assurne face at 2:
total width = 3,(to
average height = (
Method for volume
(Tenth) , (total Mid
assurne face at 2:
total width = 3,(to
average height = (
Method for volume
(Tenth) , (total Mid
assurne face at 2:
total width = 3,(to
average height = (
1/29/2013