D2464 White -City Clerk w No.
Pb* - Finance Dept. DEC 2 197
Canary - Dept. Accounting Date
Blue - Engineer
Green - Contractor
• CITY OF SAINT PAUL — OFFICE OF THE MAYOR
ADMINISTRATIVE ORDER
for
CONTRACT CHANGE AGREEMENT NO. 1
ADMINISTRATIVE ORDER, Whereas, additions which proved to be necessary to the Improvement described
as Wall l R mov 1 and Grading of CIJRTICP' STREET from Andrew St. to Woodbury St.
known as Contract L-7813 , City Project No. 75-M-0550. Ashbach Construction Company ,
Contractor, is composed of the following:
Additions:
Item No. 1 (See Attachment No. l) $ 66.60
Item No. 2 " it " 420.84
Item No. 3 " " " 143.00
Item No. 4 487.26
Item No. 5 5,459.10
Item No. 6 (See Attachment No. 1 and No. 2) 4,921.11
TOTAL NET ADDITION $11,497.91
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 $ 11 497,91 — said amount to be added to the lump sum con-
sideration named in the contract, known as contract L- 7813 , and which amount is to be financed from:
Public Improvement Aid 09050-465.
APPRO D A TO F I
19 ASHBACH C01dS'1L'RUCTI0N CO.
Assis ant Xttkrw J Contractor
!� 19!5 By
ngin er
_ 19
Chi nee Head of ment of Fin
1975-_
Director of A inistrative ssi ant to the Mayor
JF'K/gs - 10/24" 75 -AW(@
Attachment No. 1
(N-
Administrative. Order No. 1
• for
Wall Removal and Grading of CURTICE STREET from Andrew St. to Woodbury St.
City Project No. 75-M-0550 Contract No. L-7813 October 24, 1975
1. Remove concrete walk where panels were cracked and heaved
Remove mono. concrete walk, 44.4 yds 2 @ $1.50 = $66.60
2. Replace concrete walk which was removed
Construct 4" concrete walk, 187.2 ft. @ $1.00 = $187.20
Construct 5" concrete walk, 212.4 ft.2 @ $1.10 = 233.64
420.84
3. Furnish and Install one catch basin casting and cover
because of unanticipated drainage problem
Castings in place, cost + 25% = $114.40 + $28.60 143.00
4. Furnish twelve 24" water gate boxes & covers as requested
by mater Department to facilitate the new construction.
Cost + 15% = $ 423.71 + $63.55 487.26
5. Place 2" 2341 asphalt wearing course in lieu of 3/4"
2361 asphalt wearing course because of unstable sub-
soil conditions.
• Place 372 tons of 2341 wearing course @ $ 8.50 = $3162.00
Place 24.18 tons of asphalt cement @ $95.00 = 2297.10
5,459.10
6. Extra work in removing and replacing areas of pavement
failure due to unanticipated unstable sub-soil conditions
(See Attachment No. 2)
Labor and fringe + 40% = $1368.66 + $547.46 = $1916.12
Material + 15a = $1173.51 + $176.03 = 1349.54
Eauinnent - Standard rental rates = 812.13
Sub-Contractor's cost + 10% _ $ 766.65 + $ 76.67 = 843.32
4,921.11
TOTAL $11,497.91
ADDITIONS
Item No. 1 $ 66.60
Item No. 2 420.84
Item No. 3 143.00
Item No. 4 487.26
Item No. 5 5,459.10
Item No. 6 4,921.11
TOTAL $11,497.91
J»r i
Attachment No. 2
• Administrative Order No. 1
for
WaI1 Re=val and Grading of CURTICE STREET from Andrew St. to Woodbury St.
Labor Costs for Item #6
June 19, 1975:
3 Operators @ $9.18/hr. (8.58 + .60)
22 hrs. + 2 2 hrs. overtime
24.5 hrs. @ $9.18/hr. _ $224.91
1.25 hrs. @ $8.58/hr. = 10.72
$235.63
1 Driver @ $8/lo/hr. (7.45 + .65)
8 hrs. + 12 hrs. overtime
9.5 hrs. @ $8.10/hr. _ $76.95
0.75 Rrs. @ $7.45/hr. _ $-5-58
82.53
1 Asoha1t Raker @ $8.45/hr. (7.70 + .75)
8 hrs. + 1 hr. overtime
9.0 hrs. @ $8.45/hr. _ $76.05
0.5 hrs. @ $7.70/hr. = 3.85
79.90
• 1 ForeTa*± C° $10.00/hr. x 9 hrs. = 90.00
Total Labor Cost for June 19, 1975 $488.06
June 20, 1975:
3 Operators 18 hrs. @ 9.18 = $165.24
2 Drivers 10.25 hrs. @ 8.10 = 83.02
1 Asm alt Raker 8 hrs. @ 8.45 = 67.60
1 Fore=an 8 hrs. @ 10.00 = 80.00
Total Labor Cost for June 20, 1975 395.86
June 23, 1975:
3 Operators 24 hrs. @ 9.18 = $220.32
2 :'rivers 8.25 hrs. @ 8.10 = 66.82
1 HsD'-lt Raiser 8 hrs. @ 8.45 = 67.60
1 =ore san 8 hrs. @ 10.00 = 80.00
Total Labor Cost for June 23, 1975 .434.74
July 9, 1975:
1 Foreman 5 hrs. @ 10.00 = $50.00
• Total Labor Cost for July 9, 1975 50.00
Total Labor Cost $1,368.66
Plus 405' Overhead & Profit 547.46
Total Labor Cost for Item #6 $1,916.12
Attachment No. 2
Administrative Order No. 1
for
'Mall Removal and Grading of CURTICE STREET from Andrew St. to Woodbury St.
Equipment Costs for Item No. 6
June 19, 20, 23, and July 9, 1975:
1 Ford backhoe @ $15.50/hr. - 16 hrs. = $248.00
1 Air compressor @ 7.00/hr. - 16 hrs. = 112.00
1 Tri-axel truck @ 11.50/hr. - 20L hrs. = 232.88
1 Steel roller @ 13.50/hr. - 9 hrs. = 121.50
1 Pick-up truck @ 1.45/hr. - 30 hrs. = 43.50
1 Tandem truck @ 7.00/hr. - 7-3/4 hrs. = 54.25
Total Cost for Equipment Rental $ 812.13
Materials Costs for Item No. 6
June 19, 20, and 23, 1975=
w 2331 Asphalt base @ $7.67/ton - 153 tons = $1,173.51
+15% = 176.03
Total. NAterials Costs $1,349.54
Sub-Contractor Costs for Item No. 6
July 9, 1975:
Soil borings done by Soil Exploration Company and report
submitted - as per fee schedule = $766.65
General Contractor overhead + 10% _ $_.76.67
Total Cost for Subcontract Work $ $43.32
•