HomeMy WebLinkAboutWPO201800027 Bond Estimates 2019-05-15 (2)Project Name: Martha Jefferson Hospital Apartments Stockpile Area VSMP Plan WP0201800027
WPO file number: WP0201800027
TM P(s): 07800-00-00-020M3
Date Estimate Completed: 04-30-19* ( by Collins Engr.; chkd by ja/Alb. Co.)
Erosion and Sediment Control Bond Estimate
Item Item
Number
stablization (PS, TS)
silt fence (SF)
safety fence (SAF)
diversion (DID, FD, RWD)
temporary slope drain (TSD)
Sediment Basin #1
earthwork for Sediment Basin #1
structures for Sediment Basin#1
Sediment Trap #1
earthwork for trap/basin
structures for basin
pipe length -ft
height of dam at toe
height of fill at faceOft
ft
length of damft
top width
ft
(area above transition;
48 sf
(total width of dam)
36 ft
(height below transitioi
15 ft
(area below transition) 45 sf
(total fill volume)
964.4 cy
length spillway
_ft
width off spillway
ft
riser height
8.75 ft
riser diameter
48 in
barrel length
101 ft
a
barrel diameter
30 in
pipe diameter _0 in
cut at high side ft
cut at faceOft
ft
length of cutft
width of cut
(area below transitic
364 sf
(total width of cut)
80 ft
(depth below transit!
7 ft
(area above transiti(
231 sf
(total fill volume)
4848.1 cy
(TOAL CY estimate
5170 cy
(spillway stone tons
264.5 tons
No. Unit Unit Cost Cost
(installed)
12.8 acres $5,000.00 $63,850.00
2110.0 ft $5.00 $10,550.00
1320.01ft $5.00 $6,600.00
2605 ft $13.00 $33,865.00
$0.00 $0.00
(riser unit price)
$150.00
base plate or fdn
-
(barrel unit price)
$65.00
barrel collars
baffle length
aft
height of dam at toe ft cut at high side Oft
ft
height of fill at face 2 ft
length of dam 190 ft
top width ft
(area above transition; 28 sf
(total width of dam) 12 ft
(height below transitioi 4 ft
(area below transition) 8 sf
(total fill volume) 253.3 cy
length spillway _ft
width off spillway ft
riser heightMin
ft
riser diameterin (riser unit price) $150.00
barrel lengthft base plate or fdn -
barrel diameter (barrel unit price) $35.00
cut at face
ft
$13.00 $67,210.00
$50.00 $13,225.00
$1,312.50
$200.00 $200
$6, 565.00
$200.00 $400
$50.00 $4,500
$13.00 $23,829.00
$50.00 $3,165.00
$799.50
$200.00 $200
$2,240.00
5/15/2019
Project Name: Martha Jefferson Hospital Apartments Stockpile Area VSMP Plan WP0201800027
WPO file number: WP0201800027
TM P(s): 07800-00-00-020M3
Date Estimate Completed: 04-30-19* ( by Collins Engr.; chkd by ja/Alb. Co.)
Erosion and Sediment Control Bond Estimate
Item Item No. Unit Unit Cost Cost
Number installed
barrel collars $200.00 $400
baffle length Mft $50.00 $0
Sediment Trap #2
earthwork for trap/basin
structures for basin
silt fence inlet protection (IP)
stone inlet protection (IP)
outlet protection (OP)-Trap#1
outlet protection (OP)-Basin#1
outlet protection (OP)
channel (SCC, matted)
check dam
construction entrance (CE)
wash rack
paved construction entrance
rip -rap, placed
height of dam at toe a 1�ft
height of fill at face ft
length of dam
ft
top width
� ft
(area above transition;
7 sf
(total width of dam)
8 ft
(height below transitioi
3 ft
(area below transition)
3 sf
(total fill volume)
31.5 cy
length of spillway
ft
width of spillway
=ft
riser height
ft
riser diameter
in
barrel length
ft
IN
barrel diameter
in
length
length
length
length
depth in channel
depth
width
survey and layout (price per 0.1 mi.) acres
mobilization
Temporary Access road
Temporary Culvert
F 0 ft
L 0.0
P' 12.77
cut at high side ft
cut at faceAft
ft
length of cutft
width of cut
(area below transitic
300 sf
(total width of cut)
54 ft
(depth below transit!
2 ft
(area above transiti(
50 sf
(total fill volume)
1944.4 cy
(TOAL CY estimate
1955 cy
(spillway stone tons
3.7 tons
(riser unit price)
$0.00
base plate or fdn
-
(barrel unit price)
$0.00
barrel collars
Mft
baffle length
width
ft
width
ft
width
ft
aft
width
ft
channel width
length '6.0 ft
traps and basins
$13.00 $25,415.00
$50.00 $185.00
$0.00
$200.00
$0
$0.00
$200.00
$0
$50.00
$0
0 $100.00
$0.00
1 $200.00
$200.00
2 $1,260.00
$2,520.00
2 $972.00
$1,944.00
2 $324.00
$648.00
$0.00
1 $180.00
$180.00
0 $2,500.00
$0.00
1 $2,000.00 $2,000.00
1I $3,500.00 $3,500.00
$60.00 $0.00
$7,885.00
$2,500.00
$2,500.00
cost sum $288,388.00
contingency $28,838.80
Total $317,230
5/15/2019