|
0)
<br />Cif
<br />0
<br />4-
<br />0
<br />7-1
<br />C0
<br />Q
<br />0
<br />�.1
<br />2
<br />0
<br />V
<br />Owner: City of Ramsey Owner's Project No.: 20-05
<br />Engineer: Bolton & Menk, Inc. Engineer's Project No.; 0R1.125908, OR1.128236
<br />Contractor. Douglas -Kerr Underground, LLC Contractor's Project No.:
<br />Project: 2022 Riverdale Drive Extension Agency's Project No.; SP 020-121, SAP 119-115-005
<br />Contrast:
<br />rd
<br />rd
<br />0
<br />r1
<br />H
<br />u
<br />r4
<br />r`i
<br />1
<br />ri
<br />a
<br />a1
<br />:::1
<br />d
<br />0
<br />a
<br />2
<br />ri.
<br />O
<br />oi
<br />O
<br />[_.
<br />d
<br />m
<br />Q
<br />.14
<br />a
<br />Balance to Finish (F - Hj
<br />($)
<br />Original Contract 1.00'LUMP SUM I
<br />3,300.00 1 3,800.00 1 ! - I - - I 3,800.00
<br />25,250.00
<br />2,325.00
<br />13,500.00
<br />250.00
<br />a o
<br />ci n
<br />rrs sD
<br />2
<br />N m
<br />N r�
<br />H ii
<br />as 2
<br />rrf 6
<br />rn cc,
<br />r t r`
<br />n'3 r:
<br />.
<br />:
<br />/
<br />$
<br />a r•i
<br />r• 0
<br />W
<br />Ql
<br />0S'LLS
<br />SC00t'TL
<br />o r
<br />a
<br />a
<br />c
<br />r1
<br />9,654.25
<br />(4,762.50)
<br />$ 0 r
<br />a
<br />v, ry
<br />v, r 1
<br />O rn
<br />.-1
<br />65,076.74
<br />(24,518.21)
<br />:7, 8
<br />cri
<br />$ .
<br />ov ca
<br />co ri
<br />,
<br />1,605.71
<br />761.40
<br />(618.00)
<br />89.35
<br />1,323.20
<br />E). 2
<br />k6 ti
<br />tin
<br />al
<br />n1'
<br />rn o,.
<br />c,'
<br />cn ,,
<br />-
<br />.-
<br />g,
<br />rr i
<br />m
<br />ri
<br />o0
<br />N
<br />0
<br />f
<br />O
<br />00'05L'SL
<br />�
<br />2,182.95
<br />0S'Lt'E't
<br />00"Strt
<br />03 a
<br />(� O
<br />in O
<br />r r
<br />a
<br />r D5
<br />rr1
<br />H
<br />a'
<br />ri
<br />N
<br />N ri
<br />LA W
<br />n
<br />rd
<br />13,311.29
<br />6,186.00
<br />13,596.00
<br />625.45
<br />6,007.50
<br />4,598.20
<br />17,651.40
<br />4,028.00
<br />9,909.00
<br />7,042.00
<br />20,898.75
<br />12,490.00
<br />6,328.00
<br />8,790.00
<br />Work Completed
<br />Value of Work
<br />Completed to Date
<br />(EX O)
<br />($)
<br />in $
<br />r•
<br />a
<br />s r
<br />, r
<br />i r
<br />i a
<br />a
<br />rri
<br />01
<br />Lc.
<br />a
<br />0 0
<br />ei a
<br />C rn
<br />m
<br />6,579.20
<br />400.00
<br />r r
<br />1
<br />. O
<br />0$
<br />rs
<br />.
<br />..
<br />1•
<br />ri r:
<br />M ,
<br />r a
<br />O
<br />a
<br />0
<br />co
<br />N
<br />colC0
<br />co
<br />N r-1
<br />ui ri
<br />,
<br />a
<br />N rl
<br />m
<br />N 0,
<br />.6 v
<br />C11 ."4
<br />..-1.-i
<br />M
<br />m r
<br />0,
<br />•
<br />r.,[
<br />.-1
<br />0 Q
<br />0 g
<br />H tV
<br />W
<br />a r
<br />a
<br />1�
<br />225.00
<br />83.00
<br />186.00 ,
<br />4.00
<br />%
<br />o 0
<br />eri rV
<br />p a
<br />r.3 0
<br />r r ui
<br />a a
<br />a a
<br />r i ri
<br />Estimated
<br />Quantity
<br />Incorporated in
<br />the Work
<br />a r
<br />6tD
<br />L! 1
<br />C?
<br />ul
<br />. .
<br />r .
<br />. r
<br />. 2
<br />N
<br />r�
<br />148.00
<br />1,347.50
<br />23,458.50
<br />3.12 0.00
<br />r .
<br />r
<br />L'
<br />D�
<br />1,
<br />ri
<br />4
<br />r .
<br />r r 8
<br />6
<br />Al
<br />r-1
<br />'C
<br />0 .
<br />r.:si7
<br />frl
<br />Cif
<br />fri
<br />f
<br />r r0
<br />62.5.45
<br />r ri
<br />a%
<br />to
<br />C
<br />Lc, *
<br />N
<br />N
<br />ril
<br />O 0
<br />N
<br />a C
<br />to 0
<br />tG 3',:
<br />r 0
<br />li7
<br />f]1
<br />a1
<br />'C
<br />a a
<br />4' AAQ
<br />0 al
<br />r1 In
<br />rii C
<br />F1. F F2
<br />Previous Estimate
<br />Value Previous
<br />Estimate
<br />r
<br />0
<br />r r
<br />i
<br />r
<br />230.00
<br />40.00
<br />350.00
<br />0 O
<br />1.1p
<br />O
<br />a �
<br />r r
<br />r Oq
<br />i i
<br />2,800.00 1
<br />] r
<br />a
<br />r
<br />r r
<br />i r
<br />Q r
<br />re
<br />1
<br />r Cal
<br />2•
<br />D3
<br />i
<br />CO3 r
<br />Cm
<br />0
<br />4.-.1 N
<br />+ Ca]
<br />N
<br />O O
<br />.4 ,4
<br />i
<br />Quantity Previous
<br />Estimate
<br />101,000.00
<br />2,325.00
<br />00'OSZ
<br />00°00S`ET
<br />O 0
<br />a s
<br />ui
<br />t•
<br />m 0
<br />C] 00.
<br />en
<br />ri Ut
<br />r�l c
<br />, .
<br />.-i
<br />O N
<br />f-1 CI1
<br />+O
<br />H al
<br />rrl a1
<br />148.00
<br />1,347.50
<br />0 0
<br />0 a
<br />6 f.j
<br />N rd
<br />t11
<br />.1-1 W
<br />tr i rr}
<br />m
<br />to a
<br />C• In
<br />Ci
<br />0
<br />r o
<br />,-
<br />r�
<br />a a
<br />a al
<br />a ui
<br />0 .6
<br />C M
<br />.-! Lit
<br />.-1
<br />if, a
<br />N a
<br />u] a
<br />co a
<br />01 v
<br />ni r t
<br />r;
<br />00'09T'Ttr
<br />00'021 3
<br />00"t,S6"OST
<br />300,924.00
<br />88,704.00
<br />330,562.50
<br />17,549.00
<br />0 c
<br />a
<br />r• ,i
<br />— its
<br />r31 1,
<br />C
<br />ri
<br />a 0
<br />a C.
<br />i,a v0
<br />Ct? n
<br />.-i a1
<br />kti N
<br />s-1
<br />0 0
<br />G, rV
<br />ref
<br />,-1 na
<br />N. 00
<br />r S
<br />0 a
<br />a s
<br />.--i .6
<br />r� 03
<br />v Crl
<br />ni c
<br />O 0
<br />1, a
<br />.6
<br />Ln .-I
<br />to 0
<br />r'` rd
<br />r-1
<br />9,909.00
<br />7,042.00
<br />17,554.95
<br />12,490.00
<br />12,656.00
<br />8,790,00
<br />1 D 1 E I F
<br />Contract Information
<br />Value of Bid Item
<br />(C X E)
<br />($)
<br />0 a
<br />a I rl
<br />Ci ri
<br />a
<br />c
<br />;
<br />4,500.00
<br />250.00
<br />a s
<br />0 a
<br />LP; en
<br />C
<br />Ln a
<br />r.n Ln
<br />.-i pj
<br />.-i
<br />s r!1
<br />Ln .-,
<br />tti ni
<br />+ i
<br />a in
<br />r• co
<br />rri rrl
<br />a 0.
<br />al 07
<br />fri f'�
<br />.
<br />y Lin
<br />p{� .4
<br />fdl r r
<br />a a.
<br />0 01
<br />,,
<br />+
<br />0
<br />ra 0
<br />, a
<br />in tn. -1 .-I-1
<br />0 0 a.
<br />N V N
<br />of ri C
<br />sn t[> r+
<br />O
<br />C .
<br />t6 IA
<br />[n C]
<br />in in
<br />r-1 M
<br />.x. .1
<br />tkJ
<br />106.55
<br />21.15
<br />3,093.00
<br />154.50
<br />89.35
<br />113,95
<br />a a
<br />r- v
<br />, in
<br />a 0
<br />tl a
<br />. 0
<br />a
<br />3,303.00
<br />3,521.00
<br />835.95
<br />2,493.00
<br />3,164.00
<br />4,395.00
<br />u
<br />`
<br />in.#, �.
<br />n
<br />LUMP SUM
<br />,LINFT
<br />x x
<br />O U
<br />x
<br />o U
<br />a
<br />Lsr~
<br />o
<br />zzzzzoa[JU
<br />L L.L
<br />it 1..
<br />L7 0
<br />- �-
<br />0 0
<br />�
<br />CU YD
<br />ROAD ST
<br />O CC
<br />rDrr0-zzzz
<br />o
<br />u=
<br />O 0 0
<br />(..1 IL) u i
<br />CoaO7
<br />1- 1-
<br />1-1-
<br />0
<br />z>.
<br />1- u
<br />2 LL
<br />a
<br />.{
<br />u} z
<br />LL L
<br />z E
<br />lZ L
<br />z .
<br />1.L I
<br />2d
<br />n w u
<br />1 X
<br />uLi
<br />x x
<br />uuuz
<br />x I
<br />u4 u F
<br />11
<br />Q
<br />4 a
<br />LNn
<br />.-s
<br />v a
<br />ri
<br />a a
<br />o6 r,1
<br />ri
<br />8.00
<br />547.00
<br />a a
<br />.6vi
<br />rr1
<br />O a
<br />6 a
<br />M
<br />00'0Gtr
<br />00'OTT'6
<br />aaaOao
<br />Qt...
<br />Lri o
<br />mul
<br />rn
<br />ri
<br />a
<br />8 .4
<br />ri ;�
<br />C.
<br />,ri .
<br />o ri
<br />4,170.00
<br />s0.001
<br />2.800,00
<br />0 O s
<br />o d
<br />rs 070
<br />n
<br />3,750.00
<br />140.00
<br />a 0
<br />o' a
<br />Q AZr.i
<br />vl
<br />a a
<br />a 0
<br />,
<br />oc :
<br />a 0
<br />o a
<br />GO w
<br />.-i
<br />O a
<br />a a
<br />a 6
<br />ril C.
<br />a a
<br />s 0.0.
<br />In rt
<br />r�i
<br />a a
<br />rri r.i
<br />0 a
<br />o
<br />. i Lri
<br />,
<br />a da
<br />r! o
<br />c ri
<br />Item Quantity
<br />C
<br />C.,
<br />t.
<br />Ml
<br />0
<br />1--
<br />J
<br />5
<br />MOBILIZATION
<br />`PAVEMENT MARKING REMOVAL
<br />REMOVE ANCHORAGE ASSEMBLY -TENSION CABLE
<br />(REMOVE MAIL 30X & SUPPORT
<br />SALVAGE SIGN
<br />REMOVE SIGN
<br />REMOVE PIPE APRON
<br />REMOVE TENSION CABLE GUARDRAIL
<br />REMOVE PIPE CULVERT
<br />SAWING BIT PAVEMENT (FULL DEPTH)
<br />SAWING CONCRETE PAVEMENT (FULL DEPTH)
<br />REMOVE CURB AND GUTTER
<br />'REMOVE BITUMINOUS PAVEMENT 1
<br />REMOVE CONCRETE PAVEMENT 1
<br />EXCAVATION - COMMON (EV)
<br />EXCAVATION - SUBGRADE (EV)
<br />COMMON EMBANKMENT (CV)
<br />SUBGRADE PREPARATION
<br />AGGREGATE SURFACING (CV) CLASS 2
<br />STREET SWEEPER (WITH PICKUP BROOM)
<br />AGGREGATE BASE (CV) CLASS 5 MODIFIED
<br />AGGREGATE BASE (CV( CLASS 6
<br />AGGREGATE BASE (CV) FROM STOCKPILE
<br />TYPE SP 9.5 WEARING COURSE MIX (3,C)
<br />TYPE SP 9.5 WEARING COURSE MIX (3,C)
<br />TYPE SP 12.5 NON WEARING COURSE MIX (3,C)
<br />TYPE SP 12.5 WEARING COURSE MIX (4,F)
<br />TYPE SP 12.5 NON WEAR COURSE MIX (4,B)
<br />FINE AGGREGATE BEDDING (CV)
<br />22" SPAN RC PIPE -ARCH APRON
<br />22" SPAN RC PIPE -ARCH CULVERT CL IVA
<br />15" RC PIPE SEWER DESIGN 3006 CLASS V
<br />24" RC PIPE SEWER DESIGN 3006 CLASS 111
<br />4" PVC PIPE SEWER
<br />G" PVC PIPE SEWER 1
<br />8" PVC PIPE SEWER
<br />8"X4" PVC WYE
<br />CONNECT TO EXISTING SANITARY SEWER
<br />CONNECT TO EXISTING STORM SEWER
<br />ADJUST GATE VALVE BOX
<br />CONNECT TO EXISTING WATER MAIN
<br />I," GATE VALVE & BOX
<br />3" GATE VALVE & BOX
<br />rd
<br />N G* F
<br />C .
<br />t0 h
<br />. [31
<br />VI
<br />.N1 1.
<br />. -r '4
<br />r�-1 r;-r
<br />.-ii ?-1
<br />O I'i
<br />(r1 (jl '
<br />'
<br />•
<br />g/ a .
<br />' f•A
<br />tr"2 r'.;
<br />r` irl m
<br />m m
<br />19,1
<br />VA V.
<br />" '
<br />G
<br />Q +
<br />
|