HomeMy WebLinkAboutR1993-14R-93 Miscellaneous Asphalt Resurfacing
ITEM
NO.
DESCRIPTION
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'd`':t 19� 3i xtrs $ :tar
$ 1 .Sally
i s4 54 54 54 SO' 50' 42' 50' 50' 54 54 so' 60.1' _'6;
�
M 7 6 5 4 3 2 J1 as
6th Street
(Oswego to Jefferson)
2
ESTIMATED
QUANTITIES
UNIT
1. Rotomill Pavement
2. Recycled Asphalt Mix Type "R"
3. Asphaltic Concrete Type "R/B"
4. Asphaltic Concrete Type
5. Asphaltic Concrete for
Patching
6. Asphaltic Cement (AC -5)
7. Asphaltic Cement (AC -10)
8. Emulsified Asphalt (SSIH)
for Tack Coat Applied
9. Excavate Soil Base
10. Restabilize Sub -Grade
11. Build 6" Pavement (478)
12. Build PR. Concrete Pavement
13. Build 30•' Curb & Gutter
14. Build 4" Sidewalk
15. Build 6•' Integral Curb
16. Remove Concrete Pavement
17. Remove Sidewalk
18. Remove 30" Curb & Gutter
19. Adjust Manhole to Grade
20. Adjust Gas'Valve to Grade
21. Adjust Water Valve to Grade
22. Adjust Grate Inlets to Grade.
23. Saw Cut
24. Shouldering edge of road
2,060
440
262
2,640
3,930
309
196
1,785
49
'49
S.Y.
Ton
Ton
Ton
Ton
Gal.
Gal.
Gal.
C.Y.
S.Y.
S.Y.
S.Y.
L.F.
S.F.
L.F.
S.Y.
S.F.
L.F.
Each
Each
Each
Each
L.F.
Per Station
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$
ICY
,6'+''J+,os'l,E' o Concrete paving
concrete sub -base
(Mill: 2-3") New asphalt depth 39'" approx.
. Soil sub -base
(Mill: 2-3") Excavate 4" approx. and
restabl .e grade.
New asphalt depth 6" aporox.
Note: 41' Type R/B mix - Approx (Base lift)
2" Type C mix - Approx (Top lift)
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30'
50'
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C. A. Roth
C. A. Roth
Total Length/Width of new asphalt 618 X 30
(face of curb to face of curb) will cover
existing gutter with 1" to 1-1/2" of asphalt
when top lift is applied. Extra care will
be taken to maintain water flow.
PROD,
Miscellaneous Asphalt Resurfacing
PROJ. NO.
1993-14
ALT I
DESCRIPTION
6th St. - Oswego to Jefferson
Hustings
city Engineering
OSON BY
J.N.
GATE
1-93
CONTRACTOR ' L'-/2-/
ORN BY
APPRD BY
ASSORTS
DRN. NO
// of
,/
/4/