HomeMy WebLinkAboutR1991-13End Construction
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R -ii Nisceiianeous Asonait Resurfacing
Project 1991-13 '8' Street (Burlington to Woodland)
ITEN
NO. DESCRIPTION
ESTIMATED UNIT
QUANTITIES
I. Rotomill Pavement Optional irrlfrl- S.Y.
2. Recycled Asphalt Nix Type 'R' Ton
3. Asphaltic Concrete Type 'B' 3,078 Ton
4. Asphaltic Concrete Type 'C' 2,706 Ton
5. Asphaltic Concrete for
Patching Ton
6. Asphaltic Cement (AC -5) Gal.
7. Asphaltic Cement (AC -10) 57,843 Gal.
8. Emulsified Asphalt (55111)
for Tack Coat Applied
9. Excavate Soil Base
10. ' Restabilize Sub -Grade
II. Build 6' Pavement (478)
12. Build PR. Concrete Pavement
13. Build 30' Curb a Gutter
14. Build 4' Sidewalk
15. Build 6' Integral Curb
16. Remove Pavement
11. Remove Sidewalk
IS. Remove 30' Curb a Gutter
19. Adjust Nanhole to Grade
20. Adjust Gas Valve to Grade
21. Adjust Yater Valve to 'Grade
22. Adjust Grate Inlets to Grade
23. Saw Cut
1101144
1,615 Gal.
876 C.Y.
10,506 S.Y.
S.Y.
S.Y.
40 L.F.
S.F.
L.F.
16,151. S.Y.
S.F.
40 L.F.
14 Each
Each
2 Each
Each
t.F.
Soil Sub -base
(Mill: 2"-3") Excavate Base 3" Approx.
New Asphalt Full Depth: 6" Approx.
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NOTE: All side streets will be asphalted back to
approximately the end of radius.
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NOTE: Concrete drainage FI's at intersections
will be located in field by Engineer.
NOTE: It will be the responsibility of the contractor
to dispose of all pavement removal.
PROJ.
Asphalt Reeurfacing
PROJ. NO.
1991-13
DESCRIPTION
"B" St. (Burlington to Woodland)
Hastings City Engineering .
DSGN BY
JN
DATE
3-91
CONTRACTOR
JN
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