D3011 White - City Clerk No. ,D 3®z
Pink Finance Dept.
gantry - Dept. Accounting Date SEP 2 1 1976
glue - Engineer
Green - Contractor
• 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_ronstruction of the WHITE BEAR AVENUE BRIDGE NO. 62530 over the Chicago & Northwestern
Company and Grading & Paving WTTTTF, REAR AVF:NtTF: from Case Avenue to Station 18+50
known as Contract L- 7700_JCity Project No. 74-B-1016 & 74-p-0488B, Cy-Con, Incorporated ,
Contractor, is composed of the following:
Force Account work as listed on attached sheets 1, 2, and 3 $1,207.79
Class 4 granular backfill - see sheet 3 92.68
Water for dust control - see sheet 3 560.00
Salvage of topsoil - see sheet 3 3,008.17
Deduction in price of fence installed - see sheet 3 - 759.33
TOTAL CONTRACT CHANGE AGREEMENT NO. 2 $4,109.31
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 $ 4,109.31 , said amount to be added to the lump sum con-
sideration named in the contract, known as contract L-7700-1 , and which amount is to be financed from:
No additional funds required, as the contract quantities underrun in cost by more than
this amount.
APPR VE AS FOR
19 iv' /."L. C
Jngii i t Ci y o ey Contract 6r
197 By
er fEngineer cad o t in c - �-
`/v�'/ 1974
Director of ministrative Assistant to the Mayor
JFK/gs, 2/3116
Attachments to Contract Change Agreement No. 2 page 2 of 3
WHITE BEAR AVENUE - 74-P-o488B & 74-B-1016
i
FORCE ACCOUNT WORK 1976 (Continued) :
April 26, 1976:
Remove railroad manhole at the northeast corner of toe wall
(not included in the original quantities).
930 loader @ 2 hr. each @ $15.73/hr. = $ 7.86
operator @ 2 hr. each @ 15.19/hr. = 7.60
laborer @ 2 hr. each @ 12.67/hr. = 6.34
$ 21.80
April 27. 1976:
Remove debris from project site (not included in the original
quantities)
truck @ 12 hrs. each @ $ 9.50/hr. = $ 14.25
bobcat @ 2 hr. each @ 5.91/hr. = 2.96
laborer @ 3 hrs. each @ 12.67/hr. = 38.01
operator @ 2 hr. each @ 15.19/hr. = 7.6o
truck driver @ 12 hrs. each @ 12.88/hr. = 19.32
82.14
• April 28, 1976:
Add steps in manhole H2O (not included in original quantities).
laborer @ 4 hrs. each @ $12.67/hr. = $ 50.68
generator @ 4 hrs. each @ 2.50/hr. = 10.00
hammer @ 4 hrs. each @ 1.09/hr. = 4.36
65-o4
April 29, 1976:
Fine grade and dry class 5 in the cul-de-sac area disrupted
as a result of water main adjustment.
bobcat @ 4 hrs. each @ $ 5.91/hr. = $ 23.64
2 laborers @ 4 hrs. each @ 12.67/hr. = 101.36
operator @ 4 hrs. each @ 15.19/hr. = 60.76
185.76
April 30, 1976:
Load & haul R.R. manhole (not included in original quantities).
truck @ 1 hr. each @ $ 9.50/hr. = $ 9.50
loader @ 2 hr. each @ 15.73/hr• = 7.86
• driver @ 1 hr. each @ 12.88/hr. = 12.88
operator @ 2 hr. each @ 15.19/hr. = 7.60
37.84
page 1 of 3
Attachments to Contract Change Agreement No. 2 r
Grading & Paving WHITE BEAR AVENUE - Case to Sta. 18+50 and WHITE BEAR AVENUE BRIDGE #62530
• City Project Nos. 74-P-0488B and 74-B-1016 Contract No. L-7700-1
Contractor - Cy-Con, Incorporated
FORCE ACCOUNT WORK 1975:
Force account work required during placement of catch basin lead
C.B. #31 to M.H. #33 - Resulting from concrete pavement existing
in trench area.
August 22, 1975:
3 laborers @ 72 hrs. each @ $11.48/hr. = $258.30
foreman @ 2 hrs. each @ 15.40/hr. = 30.80
operator @ 72 hrs. each @ 13.16/hr. = 98.70
pickup @ 2 hrs. each @ 1.50/hr. = 3.00
5500 backhoe @ 72 hrs. each @ 8.08/hr. = 60.60
August 27, 1975:
2 laborers @ 12 hrs. each @ $11.48/hr. = $ 34.44
foreman @ 1 hr. each @ 15.40/hr. = 15.40
operator @ 12 hrs. each @ 13.16/hr. = 19.74
pickup @ 1 hr. each @ 1.50/hr. = 1.50
• 5500 backhoe @ 12 hrs. each @ 8.08/hr. = 12.12
97 ft. of pipe placed; whereas 200 lin. ft. should
be placed in a 9 hour day; therefore efficiency of
97/200 = .485 or .515 lost ( .515) ( 534.60) _ $275.32
October 23, 1975:
Remove extra footage of chain link fence required
to slope existing ground to match the new roadway
grades
bobcat @ 2 hr. each @ $ 5.91/hr.. = $ 2.96
laborer @ 12 hrs. each @ 11.48/hr. = 17.22
operator @ 2 hr. each @ 15.19/hr. = 7.6o
27.78
FORCE ACCOUNT WORK 1976:
April 26, 1976:
Reshape area around cul-de-sac that was disrupted by the
Water' Department resulting from water main elevation adjustment:
John Deere @ 1 hr. each @ $11.98/hr. = $ 11.98
• 930 loader @ 2 hr. each @ 15.73/hr. = 7.86
laborer @ 1 hr. each @ 12.67/hr. = 12.67
operator @ 12 hrs. each @ 15.19/hr• = 22.78
55.29
I
Attachments to Contract Change Agreement No. 2 page 3 of 3
WHITE BEAR AVENUE - 74-P-0488B & 74-B-1016
FORCE ACCOUNT WORK 1976 (Continued):
May 1976
Construct 5 steps at 1117 White Bear, 3 steps at 1023 White Bear
and burb wall at the northwest corner. of the retaining wall. All
work required to match existing with new roadway grades.
laborer @ 14.5 hrs. each @ $12.67/hr. _ $183.72
concrete @ 2.5 yds. each @ 28.00 x 1.15 = 80.50
lumber & materials @ 72.00 x 1.15 = 82.80
$ 347.02
TOTAL FORCE ACCOUNT WORK $1,097.99
Note - All hourly rates as listed above include 40% to cover
the sub-contractor's overhead and various employee
contributions (insurance, taxes, etc. ).
Materials listed include 15% for handling.
Contractor's 10% for administration, etc. 109.80
TOTAL $1,207.79
• ITEMS FOR WHICH PRICES ARE ESTABLISHED IN THE CONTRACT:
Class 4 granular material for catch basin trench backfill -
required because existing material was not suitable for backfill.
16.85 tons @ $5.50/ton (fixed unit price) 92.68
Water for dust control on project site
112 thousand gallons @ $5.00/thousand gallon 560.00
652.68
ITEMS FOR WHICH NEGOTIATED RATES WERE ESTABLISHED:
Salvage Topsoil - material on the site was salbaged and used as topsoil
943 cu. yds. @ $3.19/cu. yds. 3,008.17
TOTAL ADDITIONS $4,868.64
DEDUCTION IN PRICE FOR USING SHORTER POSTS THAN SPECIFIED:
135 lin. ft. of H post (not used) @ $2.958/ft. $399.33
180 sleeves @ $2.00/sleeve (shorter sleeves used) 360.00
TOTAL DEDUCTION 759.33
TOTAL.ADDITIONAL AMOUNT $4,109.31
• Total Extra Work $4,868.64
Less Deduction of 759.33
Total Addition $4,109.31