Resolution 4268 - Woodland Court Change Order1328
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RESOLUTION NO. 4268
A RESOLUTION TO ALTER AND AMEND THE PLANS AND SPECIFICATIONS OF
CONTRACT WITH PACK & COMPANY ON THE WOODLAND COURT PROJECT.
WHEREAS, the City on November 14, 1995 did enter into a
contract with Pack & Company of 2335 Highway 93 North, Kalispell,
Montana for construction of the Woodland Court project, and
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WHEREAS, upon the advice and recommendation of Fred Phillips,
who is the City's consultant on said project, certain changes and
alterations of design and specifications have been found necessary
and advisable and in the best interests of the City; and said
changes and alterations could not have been necessarily foreseeable
when the original design and specifications were prepared on this
phase of the construction of the Woodland Court project, and said
changes are contained in Exhibit "A", attached hereto and are by
this reference made a part hereof; and
WHEREAS, it appears in the best interests of the City to
approve said changes and alterations,
NOW THEREFORE, pursuant to the provisions of Section 7-5-
4308(l) MCA be it hereby resolved:
1. The alterations and modifications of the specifications
and plans of the contract between the City of Kalispell and Pack &
Company, dated April 30, 1996, as set out in Exhibit "All attached
hereto are hereby approved, and
2. As soon as the price to be paid for said alterations and
modifications are agreed to in writing, signed by the contractor,
as hereby approved by the Council, this approval thereof shall be
in effect.
PASSED AND APPROVED BY THE CITY UNCIL AND MAYOR OF THE CITY OF
KALISPELL THIS DAY OF 1996.
bouglas(P. Rauthe, Mayor
ATTEST,
4 —0-/n
Debbie Gifforoor
Clerk of Counci
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EXHIBIT "A" 5 1996
CMANGE ORDER
ORDER NO. 2
AGREEMENT DAM 11/14/95
NAME OF PR
"woo COURT PROM= MT HOME MM5—G300117/NffCDBG-94HR-06
OWNER CrNPf KALISPELL
CONTRACTOR. PACK & CO. (NUPAC)
Ile following changes are hereby made to the CONTRACT
1. Change contract to a "Working Day ContracV for period 3/16/96 through the end of
contract. Working days shall be defined as any day on which site conditions allow
proceeding with the remaining work on the project.
Justification:
The contract reverted from a working day contract to a calendar day contract on 3/16/96.
The Engineer has stopped work on the project due to soil conditionL The Contractor has
completed work when conditions allow. IMe contract time will be based on the actual days
worked. Days on which conditions allow work to proceed that the Contractor chooses not
to viork wiU be counted against contract time.
I Add "Connect Existing Water Service" to the contram
Justification:
The water services were encountered on the South Woodland water main which were not
located as part of utility locates and not shown on the plans. The Contractor was required
to provide temporary water service as part of the contract. New connections constitute
additional work.
Cost of connecting eidsting services is based on hourly labor rates as specified in the
contract, hourly equipment rates, invoiced material costs, and markup for allowable
overhead and profit. .
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1330-
ORDER NO. 2
DAM V39M
AGREEMENT DATF-- 11LA95
Inte cost for ccqnecting existing services is outlined in Exhibit A. The contract time is
extended I days lor.Ahe water main adjustment work. The'cost for connecting existing
services is $1,16&01.
3. Add "Adjust Water Main" to the contract.
Justification:
The separation between the new sewer main and existing Green Acres Water System water
main on Haven Drive and South Woodland was less than 1Z'. The water main adjustment
was required to provide separation in accordance with MDEQ regulations for
water and sewer mains. Cost of the water main adjustment is based on hourly labor rates
as specified in the contract, hourly equipment rates, invoiced material costs, and markup for
allowable overhead and profit.
The cost for the water crossing is outlined in Exhibit B. The contract time is extended 2
days for the water main adjustment worL Total cost for the water crossing is $8,26 1.11.
4. Add "Asphalt Pavement Replacemenf' to the Schedule I & Il contract.
Justification:
Asphalt pavement replacement for private driveways was not included in the contract for
Schedule I and 11. Asphalt pavement replacement for street crossings is moved from
Schedule M to Schedule I & Il and quantities increased so work can be completed as soon
as conditions permit.
Estimated asphalt replacement is 500 square yardL Contract price for asphalt replacement
is $ 10.00 Per Square Yard. The contract time will be extended by the actual number of days
for the asphalt pavement replacement work.
500 Sy * $10.00 / SY = $5,000.00
Change to CONTRACT PRICE: $
Original CONTRACT PRICE: $280,847.00
Current CONTRACT PRICE adjusted by previous CHANGE ORDER: $2ffia�L7.00
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133 1
ORDER NO.. -
AGREEMENT DAT& 11114M
'Me CONTRACT PRICE due to this CHANGE ORDER will fameme $J&MLI
mm new CONTRACTPRJ!�E Including this CHANGE ORDER wffl be SMJM12_..
CHANGE of CONTRACT TDVM.
The CONTRACT TRAE will hx;rease from 60 days to 63 days. Adjwtment for paving will be made
when work is completc
Requested By.
Recommended By-
Accepted Br.
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L, Jr ia%,JL M %..ju.
Hosldns, Inc.
Al Thelen, City Manager, City of Kalispell
1332
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Kalispell Development
Woodland Court Project
Schedule I & N
C4)1*act Pack & Co.
Exhibit 8
Change Order 2
Additional work for water main adjufftent Ham Drive
oescdpdm
Materuft
I G&W Valve A Box
2 WOOF miWh kmlation
3 Fittings
V 45 bends
megalug
3/r saddle
31'r Corp stop
4 V Water Pipe
5 we service pipe
a Equipment
Trash PUMP Rental
Pickup Truck
Air Comp wl Jack Hammer
Vibratory Roller
a2i 0 Loader
Case Excavator
5w Extendahoe
non-DBA Dump Truck (waste haul)
Dump Truck (AC haul)
7 Labor/ Operators
Operaw
Laborer
Laborer (AC Patch)
non-DBA DUMP Driver
a Materials
Non Shdnk Backrill
ConcmW
ele washed iock
Pit Run Gravel
I -I /,V Crushed Gravel
Asphalt
9 Resock - Famillan NW
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4 @ 32.45
10 @ 23.64
1 @ 24.58
1 @ 33.00
29 @ 2.38
.700-26
cost 15% ffW**
2N.40 43.56
6720 10.015
129-80
19.47
236.40
35.46
24.58
3.69
33-00
4,95
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1.30 0.20
83&96
77"
149,27
271.86
2a.27
37.95
68.43
1.50
20-00
4.20
32.20
5 Hm @ $S.00
26.00
3.75
26.75
2 HrS 0 $35
70.00
10.50
ISOM
1.25 HM 0 15.00
18.75
2.81
21.56
6 Hm Q $24.00
144.00
21-80
185.60
101-Imi&SMOD
550.00
82.50
6W.W
2.25 HM 0 $20-00
45.00
6.75
S1.75
18.75 Hrs @ $19.60
3157-50
55.13
422.83
0.5 His 0 $14.50
7.25
1.09
8.34
1 &75 Hm @ SN-61
$93.39
591"
452.40
32.S Hirs @ $24AS
7MM
117.15
"ILIS
6 Mrs @ $2422
145.32
21.00
IW.12
19 Hm @ MAO
372.40
S5.88
420.26
50 CY @ $45.00
2250.00
337.50
2587.50
1 CY @ $moo
62-00
9.30
71.30
29.08 CY @ MIS
312.61
46.89
359.50
38.25 CY @ $5.70
218.03
32.70
25o.73
i Q.T7 CY @ $8.25
163.10
24.47
187.57
9.5 Ton 0 $29-00
275.50
41.32
31 &83
112.56
16.08
129.44
TOW
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K94-46-4
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1353
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Kalispeli'Development
Woodland Court Project
Schedule I & 11
Contract Pack & Co.
Exhibit A
Change Order 2
Addition for oonnecting 3 aftting water wvIces an South Wboftwl Drive
Dw"Iptlon
Materials
Equipment
Backhoe
3 Hrs @ $20-00
Compactor
3 Hrs @ $15
Operator
1.5 Hrs @ $28.61
Laborer
7 . 5 Hrs @ $24-03
Total
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cost 15% markup Amount
687.51 103.13 790.64
N
60.00
9.00
69.00
45.00
6.75
51.75
42.92
6,44
49.36
180.23
27.03
207.26
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