185801....►_
Original to City Clerks JC���
1 CITY OF ST. PAUL FILE NCIL NO.
OFFICE OF THE CITY CLERK
COUN 1L- RESOLUTION — GENERAL FORM
PRESENTED BY / r
COMMISSIONERt- ��14t1___ /4/_/t fw "1 /� DATE
Council File No. 185801 —By Adrian P.
Winkel—
Whereas, Additions which might prove
to be necessary in the improvement
d—cr4') ^d is T70LTT ^nnrK SEIVER
WHEREAS, Additions which might prove to be necessary
in the improvement described as TROUT' BROOK SEWER-- RICE- I�IACKUBIN
Comptroller's Contract L- 5655 -3, Peter Lametti Construction Co.,
have been provided for in the specifications at unit prices
stipulated therein, and
WHEREAS, it has been found necessary to make the
following ADDITIWS:
See attached sheet
(The additional amount is to be financed from 1957 31 E -1)
WHEREAS, the Total net Addition is $ 28,294.69,
now therefore, be it
RESOLVED, that the City of St. Paul through its
City Council approves the foregoing addition in accordance
with the specifications in the sum of $28,294.69, said sum
to be added to the lump sum consideration named in the contract,
knovm as Comptroller's Contract L- 5655 -3, for the making of
said improvement.
The Commissioner of Public Works has agreed with the
above named contractor that the sum of $ 28,294.69 is the
correct amount to be added to the above contract.
JAN 16 1-0058
COUNCILMEN Adopted by the Council 195 —
Yeas Nays
)Odhbtm DeCourcy JAN 16 9958
:ffalmrsvn R o s e n Approved 195 —
Holland w-,
,Ma=itedk Winkel n Favor �.
Mortinson 3 Mayor
Peterson - Against
Mr. President, Dillon pUBLISHED1— /�' �'
2
Duplicate to Printer
PRESENTED BY
COMMISSIONE
COUNCIL
CITY OF ST. PAUL FILE NO.
OFFICE OF THE CITY CLERK
COUNCIL RESOLUTION— GENERAL FORM
411ERZAS, AddilCions which might prove to be necessary
in the improvement described as TOUT BROOK SE''uER- _HXE- MACKUBIN
Comptroller's Contract L- 5655 -3, Peter La.°.ik:tti 'Unstruction Co.,
have bc�an provided for in the specifications at unit prices
stipulated therein, and
14I4M AS, it has been ::ounce necessary to r'slke th^
following ADDITIONS:
See attached sheet
(The additional amount. is to be financed fr(xn 1957 31 E -1)
11HE.REAS9 the Total not ",dlition is $ 23,294.61,10
now therefore, be it
RESOLVED, that the City of St. Paul through its
City Council approves the foregoing addition in ,acc= ance
wit'a the specifications in the sm. of $28,294.69, said sin
to be added to the lmip surn consideration na -med in -io contract,
knov.ii as Comptroller's contract L- 5655 -3, for the making of
said 3.z :proves ent .
The Commissioner of Public Works has agreed with the
above narnt:d contractor that the surf of $ 23,294.69 is the
correct amount to he added? to the abovo contract.
COUNCILMEN
Yeas Nays
.'Mbotw DeCourcy
Holland
,Xa=ftWR V'1 nkel In Favor
Mortinson
Peterson Against
Mr. President, Dillon
.rail 2
JAN 16 1955
Adopted by the Council 195_
JAN 16 1958
Approved 195—
Mayor
Due to unsuitable foundation material encountered on Arundel
St. from
Larpenteur Ave. south, and on Marion St. between Nebraska and Hoyt
Avenues
it was necessary to furnish and drive additional treated
timber piling
and place reinforced concrete slab and concrete saddle on Arundel
St. from
Larpenteur Ave. south for a distance of 369 feet and to extend the
re-
inforced concrete slab and concrete saddle on Marion St.
for a distance
of 150 feet north of the original plan location.
31395 L.Ft. Treated Timber Filing, complete in place
2.54
89623.30
144 C.Yds Concrete Class "Alf inc. cost of forms
30.00
49320.00
96.11 C.Yds " It " " tt
20.00
1,922.20
239531.7 Lbs. Steel, K°inforcement, complete in place
.12
3.50
2,823.80
245.00
70 C.Yds Earth Exc. below 12' depth
" 11
3.00
462.00
154 C.Yds 121 depth
Drainage structures placed at Nebraska R Marion, and
Nebraska & Albemarle to drain adjacent areas previously
drained by a 1511 tile line which was removed.
NEBRASKA -tVV,R ION
2 3A Catch Basins
120.00
240.00
2 Manhole Cover Castings, Frame "A"
31.00
62.00
2 It if It It I'D"
19.00
38.00
52 L.Ft. 1211 VCP Sewer Connection
3.00
156.00
NEBRASKA- ALBEMARLE
2 3A Catch Basins
120x00
240,00
2 Manhole Cover Castings, Frame "A"
31.00
62.00
2 it it tt tt I'D"
19.00
38.00
36 L.Ft. 12t1 VCP Sewer Connection
3.00
108.00
Labor and equipment for breaking frost
for trench excavations
279.94
Granular backfill material placed around sewer
pipe through peat areas to insure the laterEl stabil-
ity of the sewer along Larpenteur and Arundel
625 C.Yds Sand
2.75
11,718.75
Reconstruct catch basin connections at
Marion and Wheelock
69 L.Ft. Wipe coon. to main sewer,inc.exc for C.B.
3.00
207.00
19062 C.Yds Crushed Rock or Gravel Sub -base
material for sewer
6.00
60372.00
Miscellaneous work not included in contract
Install grate on headwall at Marion
north of Wheelock 27.88
Retaining wall at cult'. on Larpenteur
west of Galtier 37.63
Cleaning 48" Line Mackubin -Idaho 196.57
Reconstruct existing 4811 sewer at junction
with new sewer Idaho- rlackubin _ 114.62
28,294.69
TROUT BROOK SEWER (RICE TO MACKUBIN ) 56 -S -46 K)8 )i
Due to unsuitable foundation material encountered on Arundel St. from
Larpenteur Ave. south, and on Iviarion St. between Nebraska and Hoyt Avenues
it was necessary to furnish and drive additional treated timber piling
and place reinforced concrete slab and concrete saddle on Arundel St. from
Larpenteur Ave. south for a distance of 369 feet and to extend the re-
inforced concrete slab and concrete saddle on Marion St. for a distance
of 150 feet north of the original plan location.
39395
L.Ft.
Treated Timber Piling, complete in place
2.54
89623.30
144
C.Yds
Concrete Class "A" inc. cost of forms
30.00
4,320.00
96.11
C.Yds
" 11 TIC" 11 11 "
20.00
11922.20
23,531.7
Lbs. Steel Reinforcement, complete in place
.12
2,823.80
70
C.Yds
Earth Exc. below 121 depth
3.50
245.00
154
C.Yds
if it 121 depth
3.00
462.00
Drainage
structures placed at Nebraska & Marion, and
Nebraska & Albemarle to drain adjacent areas previously
drained by a
1511 tile line which was removed.
NEBRASKA - MARION
2
3A Catch Basins
120.00
240000
2
Manhole Cover Castings,.Frame "A"
31.00
62.00
2
11 11 11 t1 "D"
19.00
38.00
52
L.Ft.
12t1 VCP Sewer Connection
3.00
156.00
NEBRASKA- ALBEMARLE
2
3A Catch Basins
120,00
240.00
2
Manhole Cover Castings, Frame "A"
31.00
62.00
2
11 11 11 11 "D"
.19.00
38.00
36
L.Ft.
1211 VCP Sewer Connection
3.00
108.00
Labor and equipment for breaking frost
for trench excavations
279.94
Granular backfill material placed around sewer
pipe through peat areas to insure the lateral stabil-
ity of the sewer along Larpenteur and Arundel
625 C.Yds Sand 2.75 1,718.75
Reconstruct catch basin connections at
Marion and Wheelock
69 L.Ft. Pipe conn. to main sewer,inc.exc for C.B. 3.00 207.00
1,062 C.Yds Crushed Rock or Gravel Bub -base
material for sewer 6.00 62372.00
Miscellaneous work not included in contract
Install grate on headwall at Marion
north of Wheelock 27.88
Retaining wall at cult'. on Larpenteur
west of Galtier 37.63
Cleaning 48" Line Mackubin -Idaho 196.57
Reconstruct existing 4811 sewer at junction
with new sewer Idaho- Mackubin _ 114.62
28,294.69