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R-93 Miscellaneous Asphalt Resurfacing
SS szszszzzsS
6th Street
(Burlington to Saunders)
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ITEM ESTIMATED UNIT
MO. DESCRIPTION QUANTITIES
2322 s iS =2.Zga
1 . Rotomi l l Pavement
2. Recycled Asphalt Mix Type "R"
3. Asphaltic
4. Asphaltic
5. Asphaltic
Patching
Concrete Type "R/B"
Concrete Type "C"
Concrete for
6. Asphaltic Cement (AC -6)
7. Asphaltic Cement (AC -10)
S. Emulsified Asphalt (SSIH)
for Tack Coat Applied
9. Excavate Soil Bass
10. Restabilize Sub -Grade
11. Bui`p 6" Pavement (47S)
12. Build PR. Concrete Pavement
13. Build 30" Curb & Gutter
14. Build 4" Sidewalk
15. Build s" Integral Curb
Is. Remove Concrete Pavement
17. Remove Sidewalk
1$. 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
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• concrete paving
• macrame sub -rase
(Mills 2-3") Nee asphalt depth 31" approx.
• Sail •uY-bas.
(Mill: 2-3") Excavate 4" approx. and
restaalise trade.
New asphalt depth G" approx.
Note: 2" Type RIB mix - Approx (Base lift)
lie Type C mix - Approx (Top lift)
Total Length/Width of new asphalt 1.280 X ,'LQ
(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.
4,473
492
401
2,962
6,016
1,115
126
126
3
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
NOTE: This street is
scheduled for HUD
Sidewalk Project this
year. Handicap ramps
will be installed by
others. Asphalt
Contractor will pave
street after sidewalk
work is finished.
This area will have
priority for the
sidewalk contractor to
finish ahead of
asphalt contractor.
m�m0J.
Miscellaneous Asphalt Resurfacing
P404 NO.
1993-12
OESGUPTION
5th St. - Burlington to Saunders
HostingS Cil) Engms.ring
OSON aY
J.N.
OATE
1-93
CONTSACTON - '
OMI BY
AMMO SY
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