191808ORIGINAL TO CITY CLERK '- � • •qr? - °r
CITY OF ST. PAUL
OFFICE OF THE CITY CLERK
COU C R OLUTION— GENERAL
PRESENTED BY
COMMISSIONER DAT
—
a
�18 ()8 ,
FILLENCIL —
Council File No. 191808 —By Adrian P.
Wink
FORM Whereas, Additions and Deductions �
which might prove to be necessary in I
the. Improvement described as the St.'
Peter StFeet It Sewer under anti)
across the Tracks of the Milwaukee'
Railroad_ and the Chicago and North -I
WHEREAS, Additions and'Deductions which might prove to be
necessary in the Improvement described as the St. Peter
- Street outfall Sewer under and across the Tracks of the
Milwaukee Railroad and the Chicago
and Northwestern Rail"
road, Comptrollerts Contract L -6051, Foley Brothers, Inc.,
Contractor, have been provided for
in the Specifications
then of or, and
r
i
WHEREAS, it has been found necessary
to make the following
Additions and Deductions 2 attached
hereto and made a part
hereof,` to -wit:
ADDITIONS:
fSpecial Agreement No. 1 - - - -
- $915.16
Special Agreement No. 2 » - -
• 2]2;51
Item No. 1
776 * �5 ..
Item No. 3 - - - - - - - - - -
351.00
Item No. 5 - - - - - - - - - -
-2, 30-50 $51l85.42
DEDUCTIONS:
Item No. 2 - - - - r - - - '
$ ,116,00
Item No. 4 -
405-00 $40521,00
` TOTAL NET ADDITION 0 664,42P and
I,
VflMEAS, the total net addition is 664.42, now therefore be
it
RESOLVED, That the City of�,St. Paul through its City Council
approves the foregoing Addition made in accordance with the
Specifications in the sum of $ 664.42, said amount to be
added to the lump sum consideration named in the Contract.,
known as Comptrollerfs.Contract L"6051, for the making of
the above Improvement and which amount is to be financed
from the SEWER BOND FUND 210 SE »17,
The Commissioner of Public Works has agreed with the
above naned Contractor that the sum of $ 664.42 is the correct
amount to be added to the above contract.
COUNCILMEN
Yeas Nays
DeCourcy
Holland
Mortinson
Peterson
Rosen
Winkel
Mr. President, Dillon
sM s -se 2
APR Ill 1959
Adopted by the Council 19—
APR 14 1959
Approved 19—
Favor
Mayor
Against U,
1
r
rT
x;
D�PAATlD�pl' OF PUBLIC WOW i
191808
Teo: holey Brothers, Inc.
1. A reinforced concrete ving vall vas metered and removed during
the excavation of the treasition section.
The ra®oval of this reinforced concrete ving wall shall be classified
as extra work.
The agreed upon price for this extra pork shall be the lump " price
Of SIX -NIIM DOLTAFB AlD rnmr GEjFPB. ($679.50)
2. An error in tie quantity of steel required appears on'the plsso.
The p1Ana require an additional 1863 pounds of steel be furnished over
the quantity stated.
It is Wood that the furnishing snd placing of that 1$63 povads
shall be covamsated for at the rate of 34 cents plus 15$ &*,the lt®p `
sum of Tk0 MMW ==-FIVE DOLLARS ADD SIXTY -SIX C PB. ($235.66) `
ACCBP= #X TOR
N a t 1958
CrfY OF ST. PAUL
1958 BY _
e
4
By
Chi-of Baal
.a
MN.�J• 11 :1 11:1. Ill },��� �i /_i
1
CI Tr OF ST. PAUL
1956 BY ,
e ric eat
' �
�1RT1�1' Ole lUBi.IC � 191808
C0A8Z� m -K.Lup NO. 2
{.
TO COACT 110. 58 -8-479
-To: holey Brothers.. Inc.
11 The two tat a wosoted `rood foundation piling as furnished. end
'Y
drives for the transition section indicated that a greater length of
idling would be required than the thirty -five feet as celled for in the
guns of this contract/
no plains and the contract requires the furnishing of 590 lineal
fat of creosoted wood piling. The plans indicate that 860 feet will be
µ.
drivim below cat 'off.
After the test piling was driven the Contractor was requested to
thrnish 7 PdnB 45' long and T piling 40• lOu6, msk' n8 a total length
furnished of 695 feet. This amounted to 105 feet is addition to the
mnnt called for in the contract dAclmomts/ Pyraeat for 23 feet of
V ds mount shall be on the contract price of $3.25 per lineal foot of
Wood
tpec of�a6
$8'2 lineal eet Shall bee on tthhe agreed price of foot
itsle Waste Length of Crwosated Wood Pilins. -
.a
MN.�J• 11 :1 11:1. Ill },��� �i /_i
1
CI Tr OF ST. PAUL
1956 BY ,
e ric eat
Description, Location, Quantities, Terms and Prices for Additional Work.
Item 1
Sand Rock was encountered at the upstream end of the excavation of
the Outfall Sewer. It was necessary to remove 75 cu. yds. of this rock
to construct this sewer.
This cost shall be an addition to the contract as follows:
75 cu. yds. of Sand Rock excavation at $10.35 per cu. yd. = $776.25.
Item #2
The contract specifications provides for 1100 feet of 12 3/4" 0. D.
Cylindrical Steel foundation piles to be used for the foundation of Section
S -S. The contract also provides that for any additions or deductions to
the quantity of this item that a unit price of $7.50 per lin. ft. shall
be applied. However, it was not anticipated that only 386.8 feet of the
total-1100 ft. would be used. Since this amount of variation of original
quantity is large, (nearly 65%) it is agreed that the unit price of $7.50
per lin. ft. for a deduction shall apply on the first 20% or 220 ft. of
the - contract quantity and for the balance of this quantity (4932 feet) the
lump sum payment shall be reduced to the rate of $5.00 per lin. ft. The
total deduction for this item to the lump sum payment shall be as follows:
220 lin. ft. @ $7.50 = $1,650.00
493.2 lin. ft. @ .5.00 = .2,E+66.0o
Total Deduction = ,11 .00
Item #3
A wet unstable material was encountered in the subgrade in the up-
stream end of the excavation. To correct this condition 30 cubic yards
of this poor material was excavated and replaced with gravel. The addition
to the contract shall be as follows:
30 cu. yds. of excavation @ $6.00 per cu. yd. = $180.00
30 cu. yds. of gravel inplace @ .5.70 per cu. yd. a $171.00
351.00
1918018,
Item
Certain M116 Steel Sheet piles were shown on the plans to remain
inplace and be furnished to the City. These sheet piles were to form
the closing structure to the upstream end of the sewer. This plan was -
modified to provide greater lateral stability for the adjacent track.
The modification of this structure required only 7 of the 22 steel sheets
to remain inplace. The balance of 15 -M116 steel sheet piles was salvaged
at $27.00 ea.' The deduction to the contract shall be as follows:
..
15 ea. M116 piles 25' long @ $27.00 ea. = $405.00
Item #5
A clause in the contract provides that the City is to purchase the
unusable waste sections of the Cylindrical steel shells at the contractor's
actual cost plus 25 %. Since the driven lengths of piling were considerably
shorter than planned, and to retain as many full lengths as possible, drive
plates were welded to the pile cut off of 7 piling and reused. The costs
for the welding and purchase of pile cut off shall be an addition to the
contract as follows: - -
7 ea: Welding Steel driveplate
to Cylindrical pile. @ $12.00 ea. _ $ 84.00
713.2 lin. ft. of pile cut off. @ $3.193 x 125% _
$2.,846-50
$2,930-55
- 1
DUPLICATE TO PRINTER
CITY OF ST. PAUL FILLENCIL NO.
OFFICE OF THE CITY CLERK
COUNCIL RESOLUTION — GENERAL FORM
PRESENTED BY
COMMISSIONER DATE APRIL 100 1
WHEREAS# Additions and Deductions which might prove to be
necessary in the Improvement described as the St. Peter
Street outfall Sewer under and across the Trucks of the
Milwaukee Railroad and the Chicago and Northwestern Rail-
road, Comptroller's Contract L460519 Foley Brothere, Inc.,
Contractor, have been provided for in the Specifications
then of or, and
WHHM EAS, it has been found necessary to make the fo llowi ng
Additions and Deductions i attached hereto and .made a part
hereof, to -wit,:
ADDITIONS:
-
p ®a U Agreement
No. 1 — — — — - $915.16
Special Agreement
No. 2 - - - - - 222.51
Item No. 1 - - -
- - - - - - - - 77625
Item No, -
- - - - - 1..00
Item No. 5 — — —
— — — — — — — — 2,930.50 $5sl85.42
DEDUCTIONS:
em o. 2 - - -
- - - - - - - 4,116.00
Item No. 4
405,00 , 21*00
TOTAL NET ADDITION 664; Us. and
RHFREAS, the total net addition is $ 664J. 2, now therefore be
it
RESOLVED, That the City
of St. Paul through its City Council
approves the foregoing
Addition made in accordance with the
Specifications in the
sum, of $ 664.42, said amount to be
added to the lump sum
consideration named in the Contrec t,
known as Comptroller's
Contract L -6051, for the inking of
the above Improvement
and 'which amount is to be financed
from the SEWER BOND FUND
210'SE -17,
The Commissioner of Public Works has agreed with the
above named Contractor
that the sum of $ 664042 is the correct
amount to be added to
the above contract,*,
APR 14 MU
COUNCILMEN Adopted by the Council 19—
Yeas Nays
DeCourcy APR 14 1959
Holland Approved 19-
Mortinson
Peterson n Favor
Rosen 71"" Mayor
Winkel (LLAgainst
Mr. President, Dillon
5M 5.58 2
To: Foley Brothers, Bic.
19180.8
1. A reinforced concrete ring rill was encountered and removed during
the excavation of the transition section.
fte removal of this reinforced concrete wing vall. shall be classified
an extra w
The Weed upon price for this extra work shall be the 1=W sin price
Of SIX D 83MWr-NIIR DOLLOS AND PIM CEM. ($679.50)
2. An error in the qWmtity a steel required app*ers on the plow.
The plum require an additional 1863 pounds of steel be furfiishod over
the quantity stated. • I V
rt is agreed thst* the furnishing sad placing_of that 1863 poaads
OAU be cowipensated, for at the rate of 11 cents Plus 1% &* the lug
am of TM MMM) TKWY-FINS DOIIM AND 8=-SME CEM. ($235.66)
ACCZPTZD BY CONTPACTM
NOV 1958 By
Crfr OF ST. PAUL
'
1958 By C. 0
/&
11 Drift's Essinew
By
Chto Zngizeer---�-
b �vl
IZPARTMnT OF PUBLIC WORKS
C010TRUCTIoR SUppLEMMM AGREEMM 110. 2 191 808
To CONMAcr no. 58 -s -479
Toe Foley Brothers, Inc.
1. The two teat creosoted Wood foundation piling as furnished and
driven for the transition section indicated that a greater length of
piling would be required than the thirty -five feet as celled for in the
plans of this contract.
The plans and the contract requires the furnishing of 590 lineal
feet of creosoted wood piling. The plans indicate that 564 feet will be
driven below cat off.
After the test piling was driven the Contractor was requested to
furnish 7 piling 45' long and 7 piling 40' long, making a total length
furnished of 695 feet. This anonnted to 105 feet in addition to the
e®ount culled for in the contract docents. Payment for et Of of
this ®count shall be on the contract price of $3.25 per lineal
Creosoted Wood Foundation Piling in place and payment for the reasining
82 lineal feet ahe.7.7 be on the agreed price of $1.68 per foot of Un-
USS- 1e Waste Length of Creosoted Wood Piling.
w be ►_ I,. 1958
�: ! `11 1958
I
A=P= BY THE C0YMAMR
CITY OF ST. MUL
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