HomeMy WebLinkAboutWPO201800026 Bond Estimates 2018-10-02 (2)Project Name: VSMP/WPO #201800026 Plans for Caliber Collision
WPO file number: WP0201800026
TMP(s): 07700-00-00-011 FO
Date Estimate Completed: 10/02/18
Erosion and Sediment Control Bond Estimate
Item Item No. Unit Unit Cost Cost
Number installed
stablizalion (PS, TS) Eacres $5,000.00 $9,500.00
silt fence (SF) ft $5.00 $6,300.00
safety fence (SAF) - south property line ft $5.00 $1,250.00
diversion (DD, FD, RWD) ft $13.00 $8,021.00
earthwork for trap/basin
direct entry: Drawing 4 height of dam at toe ct at high sideOft
ft
provided Vol.: ±19,597 C.F. height of fill at faceOft
ft cut at faceft
length of damft length of outft
lop width ft width of cut
(area above transition) 0 sf (area below transitior 0 sf
(total width of dam) 0 ft (total width of cut) 0 ft
(height below transition' 0 ft (depth below transitic 0 ft
(area below transition) 0 sf (area above transitim 0 sf
(total fill volume) 0.0 cy (total fill volume) 0.0 Cy
length of spillway =ft (TOAL CY estimate) 0 Cy 725.82 cy $13.00 $9,435.66
width of spillway It (spillway stone tons) 5.8 tons $50.00 $290.00
structures for basin
riser ht.: total of Str. 8,7,6 (riser, 5' square) riser height It
riser diameterMin
in (riser unit price) $150.00 $3,000.00
length: total, Str. 8 to outfall /ES NIC barrel lengthft base plate or No $200.00 $200
barrel diameter (barrel unit price) $50.00 $9,200.00
barrel collars $200.00 $0
baffle length Mft $50.00 $0
silt fence inlet protection (IP) ■ $00.00 $0.00
stone inlet protection (IP) $2200.00 $400.00
outlet protection ( length ft width It $0.00 $0.00
channel (SCC, matted) length ft width ft $0.00
check dam depth in channel ro, ft channel width Oft $135.00 $270.00
construction entrance (CE) $2,500.00 $0.00
wash rack $2,000.00 $2,000.00
paved construction entrance $3,500.00 $3,500.00
rip -rap, placed depth 1.5 ft length _ft
Drawing 19, structure #1, Class At dry width 4.5 (tons) 1.74656 tons $60.00 $104.79
rip -rap, placed depth 1.5 ft length _ft
Drawing 19, structure #3, Class At dry width 4.5 (tons) 1.74656 tons $60.00 $104.79
rip -rap, placed depth 2.5 ft length _ft
Drawing 19, structure #9, Class I dry width 9.5 (tons) 10.2422 tons $60.00 $614.53
rip -rap, placed depth 0.25 ft length _ft
Drawing 19, flume outlet, Class At dry width 5.0 (tons) 0.35938 tons $60.00 $21.56
survey and layout (price per 0.1 mi.) acres IIIM traps and basins $625.00
mobilization $2,500.00
stream crossing (computed independently) $0.00
cost sum $57,337.34
contingency $5,733.73
WPO201800026_ESC_bond _esl Caliber Collision 100218.xlsx Total $63,080
10/2/2018