D1792 White - City Clerk No. D ��
Eink - Finance Dept.
Canary - Dept. Accounting Date
Blue - Engineer
Green — Contractor JAN 2 3 1975
• CITY OF SAINT PAUL — OFFICE OF THE MAYOR
ADMINISTRATIVE ORDER
for
CONTRACT CHANGE AGREEMENT NO. 2
ADMINISTRATIVE ORDER, Whereas, additions which proved to be necessary to the Improvement described
as Grading & Paving CAPP ROAD. HERSEY STREET, TRANSFER ROAD, ELLIS AVENUE, VANDALIA
STREET; Also the ST. ANTHONY PARK SEWER SYSTEM - Ca= Roa d Extension ,
known as Contract L- 7659 , City Project Nos, 73-P-0,55`5. P-0547A, P-0i05A, & S-0460G1. ,
malls A xt �€ ie�. Shafer Contracting Company, Inc., Contractor, is
composed of the following:
Additions as per Items 1 through 10 on attached sheets $15,462.91
Deduction as per Item 1 on attached sheet no. 3 of 3 4,207.00
TOTAL NET ADDITION TO CONTRACT $11,255.91
•
ORDERED, That the City of Saint Paul, through its Mayor, approves the foregoing additions made in ac-
cordance with the specifications in the sum of $ 11,255.91 , said amount to be added to the lump sum con-
sideration named in the contract, known as contract L- 7659 , and which amount is to be financed from:
Item #1 to be financed by M.S.A. Project No. 164-233-03.
Item #3 & #7 to be financed by M.S.A. Project No. 164-233-04.
Items #2, 49 59 69 8, 9, & 10 to be financed by Urban Renewal Bonds.
Deduction, IWR be credited to Urban Renewal Bonds.
APPROVED AS TO
19 S HAFER CONTRACTING CO.,INC.
ssiitant ty tt ey J ! Contractor
-� 19 � By w• hrt.- Ste.
gi
_ 19
=Engine _ Head ment of Fi ce
- 2 19
Director of i---- tie i ant to the Mayor
• Attachment to
ADMINISTRATIVE ORDER FOR CONTRACT CHANGE AGREEMENT NO. 2
Grading & Paving CAPP ROAD, HERSEY STREET, TRANSFER ROAD, ELLIS AVENUE, VANDALIA STREET;
Also the ST. ANTHONY PARK SEWER SYSTEM - CAPP ROAD EX-miSION
Contract No. L-7659, City Project Nos. 73-P-0555, P-0547A, P-0305A, S-0460G1
Contractor - Shafer Contracting Company, Inc.
ADDITIONS
Item #1 - Trench excavating for relaying water main on Vandalia Ave.
from Capp Rd. to Ellis St.
P & H Backhoe - 38 hrs. @ $45.00/hr. = $1,710.00
John Deere Backhoe - 72 hrs. @ 20.00/hr. = 150.00
Labor - 2 hrs. @ 10.50/hr. = 21.00
Handling, 12" C.I.P. - 738 lin. ft. @ 1.00 11.f. = 738.00
Total Item #1 = $2 ,619.00
Item #2 - Removing Burlington Northern, Inc. railroad rails and ties
in sewer easement sewer trench
Cat. 966 Loader - 10 hrs. @ $33.00/hr. = 330.00
Koehring Backhoe 4 hrs. @ 60.00/hr. = 240.00
• Total Item #2 = 570.00
Item #3 - Excavating and Grading on Capp Rd. and on Hersey St. for
spur tracks belonging to Minnesota Transfer Railroad
Cat. D6 w/dozer - 42 hrs. @ $27.50/hr. = 123.75
Cat. D7 w/dozer - 32 hrs. @ 30.00/hr. = 105.00
Cat. 966 Loader - 8 hrs. @ 33.00/hr. 264.00
John Deere Backhoe - 1 hr. @ 20.00/hr. = 20.00
Tandum Dump Truck - 10 hrs. @ 19.00/hr. = 190.00
Motor Grader - 8 hrs. @ 25.00/hr. = 200.00
Foreman - 22 hrs. @ 13.50/hr. = 33.75
Total Item #3 = 936.50
Item #4 - Miscellaneous Extra Work done in 1973 on Capp Rd. Project
A. Concrete Removal - 163.69 sq. yds. @ 5.00/s.y. = 818.45
B. Excavating for Existing manhole on Capp Rd.
John Deere Backhoe - 1 hr. @ 20.00/hr. = 20.00
Cat. D7 w/dozer - 3 hrs. @ 30.00/hr. = 90.00
C. Remove Existing Sewer Bents & Piles in Sewer Trench
on Wycliff St.
Labor - 5 hrs. @ 10.50/hr. = 52.50
Chain Saw - 22 hrs. @ 2.00/hr. = 5.00
John Deere Backhoe - 2 hrs. @ 20.00/hr. = 40.00
P & H Backhoe - 22 hrs. @ 45.00/hr. = 112.50
• Item #4 - A thru C = 1,138.45
Sub-Total = $5,263.95
- 1 -
r CAPP RD. , HERSEY ST., TRANSFER RD. , ELLIS AVE. page 2 of 3
Attachment to ADMINISTRATIVE ORDER for CONTRACT CHANGE AG==TNT 1;0. 2
• (Continued) Sub-Total = $5,263.95
Item #4 - Continued - Miscellaneous Extra Work done in 1973 on Capp Rd. Protect
D. Reconnect 4 catch basins:
2 at Bayless & Robbins & 2 at Wyciiff & Endicott
Labor - 7i hrs. $10.50/%r. = Y 78.75
John Deere Backhoe - 32 hrs. 20.00/hr. _ 70.00
E. Excavate for Dewatering Sump on Var-"alia St.
Koehring Backhoe - 2 hr. 60.00/hr. _ �0
Labor - 1 hr. 10.50/hr.
Foreman - 2 hr. 13.50/'%r. _ 6.
F. Excavate & Backfill Test Hole on Ellis St.
John Deere Backhoe - 2 hrs. 20.001hr.
G. Move Debris out of Bridge Fill Area o^ Transfer Rd.
Cat. D7 w/dozer - 1 hr. @ 30.00/hr. = 30.00
H. Remove & Replace 1" Water Service to R.R. Bldg.
under Raymond Ave. Bridge in Sewer Easement
John Deere Backhoe - 1 hr. A 20.00/hr. = 20.00
Labor - 1 hr.
I. Build Diversion Structure on Stone Sewer on Capp Rd.
Blocks - 42 each @ 0.50/ea. = 21.00
Manhole Riser - 5 lin. ft. @ 21.00/ft. = 105.00
• John Deere Backhoe _ 2 hrs. @ 20.00/hr. 40.00
Labor 2 hrs. @ 10.50/hr. 21.00
Kelly Hammer - 2 hrs. @ 2.00/hr. - 4.00
Koehring Backhoe - 1 hr. @ 60.00/hr. = 60.00
J. Place Rock at Smith Tire Co. for Company Access
on Hersey St.
John Deere Backhoe - 1 hr. @ 20.00/hr. = 20.00
K. Construction Joint for 72" RCP Storm Sewer on Capp Rd.
John Deere Backhoe - 1 hr. @ 20.00/hr. = 20.00
Labor - 6 hrs. @ 10.50/hr. = 63.00
Foreman - 3 hrs. @ 13.50/%s'. = 40.50
Concrete Red.i Mix - 32 cu. yds. @ 30.00/yd. = 105.00
Total Item #4 - D thru J = 796.00
Item ##5 - Relay 128 lin. ft. of 24" RCP Sanitary Sewer, Cause
of the Telephone Company Underground Duct System
being Incorrectly Located on the Plans in the Sewer Easement - Total 1,920.00
Item ##6 - Concrete Pier to Support the 24" RCP Sanitary Sewer
over the Telephone Duct in the Sewer Easement Total Item, #,16 103.25
Item ##7 - Removal of 6 Trees not Shown on the Plans on Capp Rd.
6 trees @ 75. 00/tree = =50.00
Total Item #7 = 450.00
• Total Item #/4 - D thru J & Items #5, 6, 7, + Sub-Total from Page l = X8,533.20
Sub-Total = ,533.20
CAPP RD. , HERSEY ST. , TRANSFER RD. , ELLIS AVE. Page 3 of 3
Attachment to ADMINISTRATIVE ORDER for CONTRACT CH.QNGE AGREEIE 4T NO. 2
(Continued) Sub-Total = $8,533.20
Item #8 - Miscellaneous Extra Work done in 1974 on Capp Rd. Project
A. Concrete Removal - 42.7 c.yd. 9 Y S.CO/c.y. _ CC 213. 50
B. Dewatering Sewer Trench on Wycliff St. fron
Endicott to Dakota
Rock - 37 . 87 tons r, L.19/tor_ = 1,5?C.71
Cat. 930 - 3 hrs. 29.CC/hr. _ _,7.00
3" Pump - 2 hrs. 1+. : /rs. _ __ .00
Ford Backhoe - 1 hr. 2"_.50/hr. = 21.5"
C. Concrete Removal on Wycliff
Labor - 27 hrs. 11.50/hr. = 310-50
Compressor & Hammer - 131z hrs. 5' . 0C
D. Moving Water Hydrant at Bradford & i,ycliff
Ford Backhoe - 6 hrs. G 21.50 1hr. = 129.00
D. Grading Work for Alley on Wycliff St. between
Bradford & Dakota
Bobcat - 4 hrs. 19.0 ti " '
76..30
Single Axle Truck 4 hrs. 17.50/hr. = 70.00
Labor - 6 hrs. @ 11.50/hr• = 69.00
Vibratory Roller - 1 hr. @ 23.00/hr. = 23.00
E. Extra Boulevard Work on Vandalia St. -
John Deere Backhoe - 6 hrs. 9 21.50/hr. 129.00
Single Axle Truck - 6 hrs. e 17.50/hr. = 105.00
Foreman & Pickup - 6 hrs. @ 14.50/hr. = 87.00
Labor - 13 hrs. @ 11. 50/hr. = l-9-50
Total Item #8 = 3,122.71
Item #9 - 18" Arch RCP Pipe for Connecting Railroad Storm Stone
Sewer to New Storm Sewer on Capp Rd.
96 lin. ft. G 13.50/ft. = 1,296.00
Total Item #9 = 1,296.00
Item #1O - Extra Pipe as Called for on the Revised Plans
for the Sewer in the Sewer Easement on Capp Rd.
78" RCP 8 lin. ft. y 92.00/l.f. = 736.00
96" to 78" Reducer 1 each = 1,525-00
78" Bulkhead 1 each = 250.00
Total Item #10 = 2,511.00
TOTAL ADDITIONS = Y15, 62.91
DEDUCTION
Item #1 - For 110 lin. ft. of trench sheeting not placed - $4,207.00
TOTAL D'DTiJCTION = 1-,=07.00
C,�
TOTAL NET ADDITION TO =,,TRACT = '7'Z:� S'
.