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I,i3R. D AVENUE N.W.
<br />UTIL, ITY AND ,S'TRE~I" IMPROVMENT$
<br /> IMPROVEMENT PROJ~..~r .NO.
<br /> C rl'~' OF
<br />
<br />chedule "C" - Storm Sewer
<br />
<br /> Ne. Spec.
<br />item Re f. Descnl3tlon
<br /> "231
<br /> 341
<br /> 118" RCP fCLB) (0'-8'
<br />
<br />i24" RCF ICL3 (0'-8' Deoth~
<br />
<br />37i
<br />
<br />127~ RCP (CL3) (0'-8' Depth)
<br />
<br />130" RC? (CL 3'l (0'.8' Depth)
<br />
<br />391
<br />
<br />i36" RCP (CL31 (8'-10' Demlq)
<br />
<br />{26" RC Arch Pige - Class 3 (8'.10' Depthl
<br />
<br />!12" Oia. Concrete Plug
<br />
<br /> Quantity Contract Unit Amount , {::)ate Extension
<br /> ~3oI~'F" i s la.00 I/LF i 52,340.001 131! s z,350.Qo
<br /> 3581LF I s 19.3~ !/LF I 58,~27.30! 3381 $ 8,540,30
<br />'1325jLF [ s 21.30 ItLF I 528,222.50i ~3251.5 28,2~.50
<br />
<br /> 350[LF j S 32.15 {ILF- ~ S11,252.50~ 350{1 M.252.50
<br /> 614{LF ~ $ 36.00 ~ILF ~ S2Z104.O0~ ~14~ S 22.~.00
<br /> 252~LF I $ 49.25 tlLF ~ S~2.411.001 257[ S 12,657.25
<br /> 40ILF ! $ 78.10 jlLF I s3,o~,ooi ~ s
<br /> 2[~ i S 62.00 j/~ I ~124.00~ }$
<br />
<br />115" Dia. Concrete Plug
<br />
<br />I
<br />!
<br />I
<br />
<br />461 i30" RCP FES
<br />
<br />.... [24" Dia. Concrete Plug
<br />
<br />m .~Z~ 136" ROP FES
<br />
<br />521
<br />
<br />ilEA i 5 75.00 I/EA-
<br />1t~ IS 584.00 I/FA [ $584.001 ll,i 584.00
<br />1lEA } s 95o.oo FEA ! ~so.ooI ~!s 9so.col
<br />~1~ I S 1,375.00 )I~ 5t,375.¢i 'i~$ 1,375.00
<br />1 EA i S 730.00 I/~ ' · '~730.00j
<br />
<br />!Constru"' Standard Catonbasm (2' x 3')
<br />
<br />IConstruct 27" dia. CatC. q~asm wiBeenive Grate
<br />
<br />)Construm Manhole 4' dia. (0'-8")
<br />
<br />IConstruct CB-MH 4' Dia. (0'-8')
<br />
<br />iConst~uct C8.MH 54" Oia. (0'-8')
<br />
<br />$3l )~onstru~ CB-MH 80" Oia. (9.? buiid)
<br />
<br />54!
<br />
<br />J~dnetruct CB-MH 66' Oia. (0'-8')
<br />
<br />I 8i'F-A I 5 1,213.00 I/EA
<br />'l 4tEA t $ 1,721.00 I/,E~.. t 58,884.00! J't ~ 6,884.00
<br />) ~)~ ~ S 1,¢46.00 IlEA ) SL848.00} ~i $ 1,846.00
<br />I 1{~ ] S 2,201.00 ]/~ { 22,201.00{ l{ $ 2,201.00
<br />
<br /> 1 [ s 1,865.00 '/~ $1.865.00( 1 $ 1.865.00
<br />~ 247lCY Is 50.00
<br />I 16,453 ICY ~ $ I 1~ /~Y' s~8,26z83i 16453) ~ 18,282.83
<br />
<br />56i
<br />
<br />]Construct, CB.hAH 72" Oia (9 3' ~3ufld)
<br />
<br />}48" Oia. Skimmer Structure with We~r f0'-3')
<br />
<br />57[ ]Class tll Random Rio-Rap
<br />
<br />tCommon Excavation
<br />
<br />I
<br />i
<br />I
<br />
<br />Total Bi,', SC.he~ule "C'
<br />
<br />$139,043.53 $ 135,338.38
<br />
<br />Schedule "~" - Road Const.'tmc. tlon
<br />
<br /> Item N Rei'.
<br /> '; .... I Mo~iiizahon
<br />
<br />[Remove Concrete Cur~ & Gutter
<br />
<br />[Remove Bituminous Pavement
<br />
<br />ISew Bituminous Pavement
<br />
<br />iClearing & Grui3Dmg
<br />
<br />65j ]Transplant Trees
<br /> JCommon Excavation (PI
<br />67! IC~ncrete Cum & Cutler. Desitin 5-616 -
<br />
<br />JTnangu ar "/al ey Gutter So.ions
<br />
<br />J7" Concrete Vol ev Gutter
<br />
<br />jAggregate Base, Class 5
<br />jTyoe 41 Situmlnous Wear Course
<br />
<br />~:~i Tyoe 31 Bituminous Base Course
<br />73J B t. Matena for Tack Coat
<br />
<br /> 24" White Stol~ Bar
<br />7St F & I Sig~ Panel (Type
<br />
<br />iSeeding, incl. Seed. Fertilizer & Mulch
<br />Sodding, Lawn & Boulevard Type
<br />
<br />]Sill Fence, Pre-AasemDted
<br />
<br />791
<br />
<br />Salvaee & Reinstall Topsoil (LV)
<br />To!~se]i Sorrow (LV}-
<br />IRemove Concrete & Oeuns (Dozer Hours)
<br />
<br />]Remove Concrete & Oeoris (BacXiqoe Hours!
<br />
<br />jRemove Concrele & Oearls (Loader Hourst
<br />
<br />Estimated
<br />Quantity
<br /> ilLS
<br />
<br />~.00!LS
<br />5001LF
<br />
<br />9201SY
<br />
<br />1701LF
<br />
<br />0.8iAC
<br />
<br /> 12lEA
<br />: IO,IOOJCY
<br />
<br />5,200{LF
<br />
<br />150[SF
<br />3,750 JTON
<br />
<br />9351TON
<br />
<br />1250 TON
<br />550 GAL
<br />
<br /> 251LF
<br />8.251SF
<br />
<br />1lAC
<br />
<br />35ools¥
<br />
<br />1,300iLF
<br />
<br />2000ICY
<br />
<br />300iCY
<br />
<br />1BIHR
<br />
<br />18(HR
<br />
<br /> Contract [Jsed to
<br />Contract Unit Price Amount .: Oate Extension
<br />s t.5oo.0o ilLS I s~,5oo.o0l 1! s
<br />s 200.00 {ILS [ ~200.001 il s 200.00
<br />
<br />0.75 ItLF J 5375.00J 66ol $ 495.o0
<br />0.50 I/SY I 546o.oo[ s~l $ 411.oo
<br /> ' $170 o~{ ,157t $ 1~7.00
<br />
<br /> 1.00 tlLF
<br />3,000.0o t/AC
<br />
<br />lOO.00 )lEA
<br /> !.11 ICY
<br />
<br />$3,040.00 0,8i $ 3,040.00
<br />$~.2oo.o0 si $ soo,od
<br />
<br />$11,211.00J 1271o{ $
<br />
<br />$ .7.15 i/LF s=?,180.00! ~t83i's 37,058.45
<br />S 265.00 ilEA $1,060.00j '.41 $ 1,o8o.oo
<br />$ 4.90 J/SF 120J $ 588.00
<br />s, 7.15 )rrO~. s26,ats.so! 36751 ) 2B,2?B.25
<br />S, 27.00 I~ON ) ~2~,245.001 46.31 s 1,250.~0
<br />S 25.80 J~ON { ~32,250.001 ~2~2.~4~ S
<br />S 1.50 ~/GAL j ss25.o01 mi S ~5.~
<br />S 2.00 J/LF j sBo.o0j dj s
<br />S 23.00 I/SF ] ~43.75J O} S
<br />s ~,soo.oo I/Ag. I ,~,5o0.oo{ ,ors
<br />
<br />S 1.30 I/LF s1,~90.00 0J S
<br />S ~.~ J/tV 52,~o.oo ~soo~ s
<br />s 9.00 llCv ss,7oo.ooJ of s
<br />S 125.00 J/HR 52,25o.ooJ 2~( s 2,~25.oo
<br />S 145.00 )/HR j 5~,350.00( '3~{ S 4,930.00
<br />
<br />5735.00t
<br />
<br />s 130.00 I/HR I 52,340.001 21j $ 2,730.00
<br />
<br />T~tal 5id SChedule "O"
<br />
<br /> P,,A.$1 ~TB(Pay Estimate #4
<br /> "P~r C.O. No. '~
<br />-56-
<br />
<br />5166.507.25 $ 130,195.01
<br />
<br />
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