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Build: 42 S.Y. Concrete Pavement
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CITY WIPE SURI
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R-93 Miscellaneous Asphalt Resurfacing
9th Street
(Baltimore to Webster
and Saunders to Lincoln)
ITEM
NO.
DESCRIPTION
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
7,258
828
S.Y.
Ton
Ton
675 Ton
4,968
10,125
1,815
tiT
9E X
a.~. v concrete paving
W
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concrete sub -base
(Mull: 2-3") New asphalt depth 31/2' approx.
• Soil sub -base
(Mill: 2-3'•) Excavate 4" aporox. and
restablire grade.
New asphalt depth 6" approx.
Note: 2" Type R/B mix - Approx (Base lift)
11/2" Type C mix - Approx (Top lift)
42
126
42
126
11
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
Total Length/Width of new asphalt:
Baltimore to Webster = 605' x 30'
Total Length/Width of new asphalt:
Saunders to Lincoln = 1,493' x 30'
Will cover flowline as directed
in field by Engineer.
PROD.
Miscellaneous Resurfacing
PROD. NO.
R-93 1993-28
DESCRIPTION .(Baltimore to Webster)
9th Street - (Saunders to Lincoln)
Hastings City Engineering .
OSGN BY
J.N.
DATE
3-93
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