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BID SCHEDULE "C" - STORM SEWER
<br />Item Description
<br />
<br />20 iConnect to Ex. Storm Sewer
<br />21 i12" RCP (CLS) (0'-8' Depth)
<br />22 !15" RCP (CLS) (0'-8' Depth)
<br />23 i16" DIP (CL51) (0'-8' Depth)
<br />
<br />24 121" RCP (CL3) (0'-8' Depth)
<br />
<br />25 "124" RCP (CL3) (0'-8' Depth)
<br />
<br />26 i24" RCP (CL3) (10'-12' Depth)
<br />27 i30" RCP (CL3)(8'-10' Depth)
<br />
<br />29.
<br />3O
<br />
<br />31
<br />
<br />32
<br />
<br />30" RCP (CL3) (12'-14' Depth)
<br />
<br />36" RCP (CL3) (0'-8' Depth)
<br />
<br />36" RCP (CL3) (12'-14' Depth)
<br />
<br />42" RCP (CL ~) (0'-8' Depth)
<br />
<br />42" RC Jacking Pipe (0'-8' Depth) Open Cut
<br />
<br />42" RC Jacking Pipe (8'-10' Depth) Open Cut
<br />
<br />'42" RC Jacking Pipe-install by Jacking
<br />
<br />35
<br />38 !12" Dia. Concrete Plug
<br />37 i!5" Dia. Concrete Plug
<br />38 i21" Dia. Concrete Plug
<br /> 39r 24" Dia. Concrete Plug
<br />40 36" Dia. Concrete Plug
<br />41 i36" RCP FES W/Trashguard
<br />42 142" RCP FES W/Trashguard
<br /> IConstruct Standard Catchbasin (2'x 3')
<br />44 IConstruct CB-MH 48" Dia. (0'-8')
<br />45 Construct CB-MH 54" Dia. (0'-8')
<br />
<br />46 Construct CBMH 72" Dia. (0'-8')
<br />
<br />47 Construct MH 60" Dia. (0'-8')
<br />
<br /> PAY ESTIMATE #3
<br /> CFf'Y OF RAMSEY
<br /> 141'~ AVENUE N,W.
<br />EBONY ST. N.W. AND BASALT ST. N.W.
<br />UTILITY AND STREET IMPROVEMENTS
<br />IMPROVEMENT PROJECT NO. 00-35
<br /> Phase I
<br /> Estimated Contract Unit Contract
<br /> Quantity Price Amoun[
<br /> 2i ^ I 1oo.oo I,E,
<br /> 42iLF $ 19.30
<br /> 54tLF $ 20.70 I/LF
<br />
<br /> 402 LF $ 25.00
<br /> 1001LF $ 26.70 /LF
<br />
<br />131 LF
<br />I80 LF
<br /> 701LF
<br />5361LF
<br /> 52FLF
<br /> 321LF
<br /> 39 LF
<br />
<br /> 7 _LF
<br /> 901LF
<br /> 1 EA
<br /> 7 EA
<br />
<br /> 1 EA
<br /> l lEA'"
<br /> 1 lEA
<br />
<br /> 1
<br />
<br /> 1
<br /> 3lEA
<br />
<br /> 1
<br />
<br /> 1 EA
<br /> 2 EA
<br />
<br />48 Construct MH 66" Dia. (0'-8')
<br />
<br />49 Construct MH 78" Dia (0'- 8')
<br />50 Extra Depth Manhole 54" DIA. (:>8) 0.21LF
<br />50A" Extra Depth Manhole 72" DIA (>8) 4.4 LF--~
<br />51 60" Dia. Skimmer Structure with Weir (0'-8') !lEA
<br />52 Class II1 Random Rip-Rap 16.1!CY
<br />53 Remove 15" Dia. Conc. Plug 1lEA
<br />54 IRemove Ex. 15" RCP 201LF
<br /> 1,o6819F
<br />
<br />55 12" insulation
<br />
<br />55A' [18" CMP
<br />
<br />558* i15" RCP FES
<br />
<br />55C',[Conduits
<br />
<br />550' lConstruct Manhole on Existing storm sewer
<br />
<br /> Field Change
<br />
<br />Total Bid Schedule "C" - Storm Sewer
<br />
<br /> s,..hC,.red docslmumc~padaramseylS1601RA3160 EE AND BP.XLS
<br />
<br /> --1 Pay =sumate 3 Phase i
<br />
<br />401LF
<br />2tEA'
<br />
<br />3lEA
<br />
<br />I lEA
<br />
<br />JsCd m Date
<br />
<br />200.00 2
<br />810.60 56
<br />1,117.80 92
<br />
<br />2,670.O0
<br />
<br />Extension
<br />
<br /> 200.00
<br />1,080.80
<br />1,904.40
<br />
<br />860.00 20 $ 860.00
<br />10,050.00 11,200.00
<br /> 2,670.00
<br />
<br />28.70 I/LF [$ 172.20
<br />
<br />$ 4t .05
<br />
<br />39.05 I/LF [$ 511 ~ 5'55
<br />40.O5 I/LF $ 7,209.00
<br />I/LF $ 2,873.50
<br />t/LF '$
<br />I/LF $
<br />I/LF $
<br />/LF $
<br />
<br /> /LF $
<br /> I/LF $
<br /> lEA [$
<br /> /EA [$
<br />
<br />$ 55.45
<br />
<br />28,649.20
<br />
<br />2,883140
<br />
<br />2,315.20
<br />
<br />44;
<br />
<br />100
<br />
<br />1311
<br />180f
<br />
<br />$ 72.35
<br />
<br />$ 155.10
<br />
<br />172.20
<br />
<br />5,115.55
<br />
<br />7,209.00
<br />
<br />70 $ 2,873.50
<br />534! $ 28,542.30
<br />
<br />$ 155.10
<br />$ 507.00
<br />
<br />521 $ 2,883.40
<br />42i $ 3,038.70
<br />
<br />38 $
<br />
<br />6,048.90 5,893.80
<br />1,085.70 8 $ 1,240.80
<br />45,630.00 44,616.00
<br />73.00 146.00
<br />
<br />73.00
<br />79.00 553.00 237.00
<br />113.00 113.00 113.00
<br />
<br />IlEA iS
<br />
<br />$ 144.00
<br />
<br />$ 181.00 lEA $
<br />$1,970.00 lEA $
<br /> lEA I$
<br /> lEA I$
<br />
<br />$2,302.00
<br />$ 852.OO
<br />$1,338.00
<br />$2,042.00
<br />$2,731.00
<br />
<br />$2,124.00
<br />
<br />$2,415.00
<br />
<br />$3,222.00
<br />$ 145.00
<br />
<br />$ 200.00
<br />
<br />$2,910.00
<br />
<br />$ 75.00
<br />
<br />144.00 144.00
<br />181.00
<br />1,970.00 1,970.00
<br />2,302.00 2,302.00
<br />
<br />852.00
<br />
<br />88 $
<br />
<br /> 2 $
<br />
<br /> 3 $
<br />
<br /> 1 $
<br /> 1 $
<br />
<br /> 0 $
<br />
<br /> 1 $
<br />
<br /> 1 $
<br />
<br /> 0 $
<br />
<br /> 4 $
<br />
<br /> 1 $
<br />
<br /> 2 $
<br />
<br />29.00
<br />
<br /> 4,014.00 5,352.00
<br /> 2,042.00 2,042.00
<br /> 2,731.00 5,462.00
<br />. 2,124.00 I $ 2,124.00
<br /> 2,415.00 ~ $
<br /> 6,444.00 $ 6,444.00
<br />
<br /> 29.00
<br />
<br />880.00
<br />
<br /> 810.60
<br />1,207.50
<br />
<br />50.00
<br />
<br />300.00
<br />
<br />2,830.20
<br />
<br />1,400.00
<br />
<br />1 0a4 00
<br />
<br />1,050.00
<br />
<br />3,556.00
<br />
<br />$ .-50.00
<br />
<br />$ 15.00
<br />
<br />$ 2.65
<br />
<br />$ 35.00
<br />
<br />522.00
<br />
<br />$ 350.00
<br />
<br />156,806.35
<br />
<br />0.2[ $
<br />4.4 $
<br />
<br />26.3;
<br />0
<br />20
<br />736
<br />40
<br />2
<br />
<br />$3,556.00
<br />
<br />lEA
<br />lEA
<br />
<br />lEA
<br />'lEA
<br />
<br />/LF
<br />
<br />lEA I$
<br />ICY IS
<br />lEA $
<br />/LF $
<br />/SF $
<br />I/LF $
<br />lEA $
<br />lEA [$
<br />
<br />lEA
<br />
<br />880.00
<br />
<br />2,910.00
<br />
<br />1,972.50
<br />
<br />300.00
<br />
<br />1,950.40
<br />
<br />1,400.00
<br />
<br />1,044.00
<br />
<br />1,050.00
<br />
<br />3,556.00
<br />
<br />160,928.35
<br />
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