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R-93 Miscellaneous Asphalt Resurfacing
E Street
(Burlington to Pine)
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
NOTE: Contractor will mill top 2" off
of existing asphalt paving and
will relay a new top lift of 2"
(Type R) in a single lift process.
Note: 2" Type R mix - Approx (Top lift only)
concrete pavtq
concrete sub -base
(Mill: 2-7") New asphalt depth 34" approx.
e Soil eub-base
(_11. 2-3e) _el
11,432
1,451
8,706
1,715
S.Y.
Ton
Ton
Ton
Ton
Gal.
Gal.
Gal.
C.Y.
S.Y.
S.Y.
S.Y.
49 L.F.
S.F.
L.F.
S.Y.
S.F.
49 L.F.
8 Each
Each
Each
Each
L.F.
Per Station
Total Length/Width of new asphalt 3.018 X 31
(inside of curb to inside of curb).
Will not cover flow line.
PROD.
Miscellaneous Asphalt Resurfacing
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45
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41
40
57-
N1-
31
NO
21
UI-
RY
41104
S f WILLIAM
al
Q
tit Ji
n.
'S
e
i0
•
14
is
16
7
47
46
45
44
43
4'
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40
34
37
LOl11E M SCMAFFER
a
ANNA M SCH1AFFER
•
e0
HARM
En
U)
0
'C
.71r
"'..
ro
DAVIS
WOOD
n
W
MC CL
LU
4}.t
.
,
•
• �, 0
J
w
CJ
.
-
.
s
-4.4.mx4
E LM AVE.
•
J
cont.
R-93 Miscellaneous Asphalt Resurfacing
E Street
(Burlington to Pine)
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
NOTE: Contractor will mill top 2" off
of existing asphalt paving and
will relay a new top lift of 2"
(Type R) in a single lift process.
Note: 2" Type R mix - Approx (Top lift only)
concrete pavtq
concrete sub -base
(Mill: 2-7") New asphalt depth 34" approx.
e Soil eub-base
(_11. 2-3e) _el
11,432
1,451
8,706
1,715
S.Y.
Ton
Ton
Ton
Ton
Gal.
Gal.
Gal.
C.Y.
S.Y.
S.Y.
S.Y.
49 L.F.
S.F.
L.F.
S.Y.
S.F.
49 L.F.
8 Each
Each
Each
Each
L.F.
Per Station
Total Length/Width of new asphalt 3.018 X 31
(inside of curb to inside of curb).
Will not cover flow line.
PROD.
Miscellaneous Asphalt Resurfacing
PROJ. NO.
1993-9
DESCRIPTION
"E" Street --Burlington to Pine
Hastings City Engineering
OWN BY
J.N.
OATE
1-93
CONTRACTOR 2 V-2-7
ORN 6Y
APPRO BY
A5601US
ORN, Np.
of
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