HomeMy WebLinkAboutWPO201800067 Bond Estimates 2018-11-28Project Name: SFRR to RMR - 36 -Inch Raw Water Main, Phase I - Birdwood Golf Course, RFB #348, VESCP/WP0201800067
WPO file number: WP0201800067
TMP s : 07600-00-00-01000; 07500-00-00-06300
Date Estimate Completed: 11/28/18
Erosion and Sediment Control Bond Estimate
Item Item
Number
stablization (PS, TS)
silt fence (SF)
safety fence (SAF)
diversion (DD, FD, RWD)
temporary slope drain (TSD)
earthwork for trap #i, Sta. o+oo
Excavated Vol. by Michael Baker Intl.
earthwork for trap #2. Sta. i 1+5o
Excavated Vol. by Michael Baker Intl.
earthwork for trap #3, Sta. 2Sta 27+so
Excavated Vol. by Michael Baker Intl.
Calc. Vol. x 1.5 given grade (ST3, only)
pipe length 0 ft
height of dam at toe 0 ft
height of fill at face ft
0
length of dam ft
top width ft
height of dam at toe
qwft
heightof fill at face
0 ft
length of dam
ft
(area above transition
0 sf
(total width of dam)
0 ft
(height below transitio
0 ft
(area below transition;
0 sf
(total fill volume)
0.0 cy
length of spillway
�ft
width of spillway
ft
height of dam at toe
qwft
heightof fill at face
0 ft
length of dam
ft
ft
top width
(area above transition
ft
__ -rove transition
0 sf
(total width of dam)
0 ft
(height below transitic,
0 ft
(area below transition;
0 sf
(TOAL CY estimate
0.0 cy
length of spillway_ft
7.5 tons
width of spillway
ft
height of dam at toe
0 ft
height of fill at face
0 ft
length of dam
ft
top width
ft
(area above transition
0 sf
(total width of dam)
0 ft
(height below transitio
0 ft
(area below transition;
0 sf
(total fill volume)
0.0 cy
pipe diameter 0 in
cut at high side
0 ft
cut at face
0 ft
length of cut�ft
width of cut
0 ft
(area below transiti(
0 sf
(total width of cut)
0 ft
(depth below transit
0 ft
(area above transiti,
0 sf
(total fill volume)
0.0 cy
(TOAL CY estimate
0 cy
(spillway stone tons
7.5 tons
cut at high sideft
cut at face ft
length of cut ft
width of cut ft
__._...ransiti< 0 sf
(total width of cut) 0 ft
(depth below transit 0 ft
(area above transiti, 0 sf
(total fill volume) 0.0 cy
(TOAL CY estimate 0 cy
(spillway stone tons 7.5 to
cut at high side1-00
0 ft
cut at face ft
length of cut 0 ft
width of cut ft
No. Unit Unit Cost
installed
11.8 acres $5,000.00
9100.0 ft $5.00
500.0 ft $5.00
3900 ft $13.00
$0.00
— cy
— cy
$13.00
$50.00
$13.00
$50.00
Cost
$58,750.00
$45,500.00
$2,500.00
$50,700.00
$0.00
$1,300.00
$375.00
$1,300.00
$375.00
11/28/2018
(area below transiti(
0 sf
(total width of cut)
0 ft
(depth below transit
0 ft
(area above transiti,
0 sf
(total fill volume)
0.0 cy
ns
No. Unit Unit Cost
installed
11.8 acres $5,000.00
9100.0 ft $5.00
500.0 ft $5.00
3900 ft $13.00
$0.00
— cy
— cy
$13.00
$50.00
$13.00
$50.00
Cost
$58,750.00
$45,500.00
$2,500.00
$50,700.00
$0.00
$1,300.00
$375.00
$1,300.00
$375.00
11/28/2018
(area below transiti(
0 sf
(total width of cut)
0 ft
(depth below transit
0 ft
(area above transiti,
0 sf
(total fill volume)
0.0 cy
No. Unit Unit Cost
installed
11.8 acres $5,000.00
9100.0 ft $5.00
500.0 ft $5.00
3900 ft $13.00
$0.00
— cy
— cy
$13.00
$50.00
$13.00
$50.00
Cost
$58,750.00
$45,500.00
$2,500.00
$50,700.00
$0.00
$1,300.00
$375.00
$1,300.00
$375.00
11/28/2018
Project Name: SFRR to RMR - 36 -Inch Raw Water Main, Phase I - Birdwood Golf Course, RFB #348, VESCP/WP0201800067
WPO file number: WP0201800067
TMP s : 07600-00-00-01000; 07500-00-00-06300
Date Estimate Completed: 11/28/18
Erosion and Sediment Control Bond Estimate
Item Item No. Unit Unit Cost Cost
Number installed
length of spillway ft (TOAL CY estimate 0 cy 100 cy $13.00
width of spillway Amft (spillway stone tons 7.5 tons $50.00
earthwork for trap U Sta. 58+25
Excavated Vol. by Michael Baker Intl. height of dam at toeft cut at high side ft
height of fill at faceMft
ft cut at face ft
length of damft length of cut ft
top width width of cut ft
Jove transition 0 sf-ansiti( 0 sf
(total width of dam) 0 ft (total width of cut) 0 ft
(height below transitio 0 ft (depth below transit 0 ft
(area below transition; 0 sf (area above transiti, 0 sf
^` 0.0 cy (total fill volume) 0.0 cy
length of spillwayft (TOAL CY estimate 0 cy -cy $13.00
width of spillway =ft (spillway stone tons 5 tons $50.00
silt fence inlet protection (IP) $100.00
stone
stone inlet protection (IP) $200.00
outlet protection (OP) length r6 ft width ft$162.00
channel (SCC, matted) - B/M Areas length 13600 ft width ft
check dam depth in channel 3 ft channel width ft $675.00
construction entrance (CE) $2,500.00
wash rack $2,000.00
paved construction entrance $3,500.00
rip -rap, placed depth 1.5 ft length 50.0 ft
width 15.0 $60.00
survey and layout (price per 0.1 mi.) acres 0 traps and basins 4
mobilization
stream crossing (computed independently) estimate
WP0201800067, SFRR to RMR, Birdwood Golf, 36 -in water main phase 1_112818
cost sum
contingency
Total
$1,300.00
$375.00
$871.00
$250.00
$0.00
$0.00
$486.00
$17,680.00
$10,125.00
$0.00
$4,000.00
$7,000.00
$3,881.25
$2,000.00
$2,500.00
$4,000.00
$215,268.25
$21,526.83
$236,800
11/28/2018