06/24/99 Hagood/Rosauers Supermarket, Kalispell, MontanaJune 24, 1999
Mr. Glen Neier
City Attorney
City of Kalispell
P. O. Box 1997
Kalispell, MT 59903-1997
RE: ROSAUERS SUPERMARKET, KALISPELL, MONTANA
Dear Glen:
The purpose of this letter is to provide you with an estimate of the cost to complete the
sewer line extension and the private road in accordance with agreements between RSI,
L.L.C. and the City of Kalispell, both referenced in my May24 letter to you. I am providing
you with two copies of TDH's pre -construction contract numbers, should you wish to share
a set with other City personnel.
If you have any questions on those calculations, feel free to call Ian Bailey directly at TDH.
Glen, given that this work will be done within approximately one more month and I am
trying to set my budget for the entire project costs, I would appreciate knowing from the
City of Kalispell that, subject to actual costs not changing, the sums calculated herein are
acceptable to the City and that payment will be forthcoming when final costs are certified
by TDH.
Thanks for all of your assistance over the past year and a half to get this project to this
point. Kalispell Investment Group, L.L.C., of which I am the managing member, is
extremely pleased that we are nearing the point of starting the building construction and
that we will have a new Rosauers Supermarket in place in the south end of Kalispell
sometime in May, 2000.
Sincerely,
KIEMLE & HAGOOD COMPANY
Development Agent for
KALISPELL INVESTMENT GROUP, L.L.C.
Q Coo,
Ge d L. ood President
cc: Ian J. Bailey
Kit Querna
Professional Real Estate Services
Washington Mutual Financial Center, 601 West Main Avenue, Suite 400, Spokane, Washington 99201-0674 (509) 838-6541 FAX (509) 458-4014
Thomas, Dean & Hosidns, Inc.
Engineering Consultants
I
June 10, 1999
Gerald L. Hagood, President
Kiemle & Hagood Company
Washington Mutual Finance Center
601 West Main Avenue, Suite 400
Spokane, WA 99201-0674
Re: Rosauers Site Improvements
Kalispell, Montana
Dear Jerry:
We have reviewed the Development Agreement between RSI, L.L.C. and the City of
Kalispell with regard to cost allocation for the pending sewer and street improvements.
Following is our recommendation for an equitable cost sharing basis between RSI and
the City for each of the improvements. Detailed calculations and construction bid prices
are attached.
Sewer
Total cost of the sewer main installation including design, mobilization, construction and
inspection is estimated to be $18,230.79. Costs related to the RSI sewer service
installation have been deducted.
Apportionment of sewer costs is by square footage between Lots 1, 2 and 3 of Daley
Field Subdivision. This method of apportionment is taken from Section 3.2(e.) of the
Developers Agreement and was presented there as a method of reimbursement to the
City by the Developer. Sewer costs are as follows:
LOT
Lot 1, (19.04% of area)
Lot 2, (33.59% of area)
Lot 3, (47.37% of area)
Sewer Cost Split:
COST OWNER
$3,471.14 City
$6,123.72 RSI
$8,635.93 City
City of Kalispell - $12,107.07
RSI, L.L.C. - $ 6,123.72
690 North Meridian. Suite 101 • Kalispell, MT 59901 • (106) 752-5246 • F-1X (406) 752-5230
Gerald L. Hagood
6/10/99
Page 2
Street
Total cost of the street installation including design, mobilization, construction and
inspection is $58,513.71. Costs related to the sidewalk on the south side of the street
have been deducted from this total.
Apportionment of the street cost is by an even split between Lots 1 & 2, not including
sidewalk. Street costs are as follows:
LOT COST OWNER
Lot 1 $29,256.86 City
Lot 2 $29,256.86 City
Total project cost sharing is summarized below.
City of Kalispell RSI, L.L.C.
Sewer - $12,107.07 $6,123.72
Street - $29,256.86 $29,256.86
Total - $41,363.93 $35,380.58
Other utilities including; water, storm drainage, electrical, natural gas and
communications are the Developer's responsibility and costs will be borne by RSI, L.L.C.
Please review and comment on the preceding apportionment structure. We can provide
further documentation or revise the formula according to your preferences.
Sincerely,
THOMAS, DEAN & HOSKINS, INC.
Ian ]. Bailey, P.E.
IJB:jt
K98-73-006
D: docs\rsi\jun 10hag.Itr
Encl.
CC: Ferman Pasold
Richard Salsbury
RSI/CITY APPORTIONMENT CALCULATIONS
Sewer Costs:
Engineering/Design/Approvals
Construction from
City MH to Lot 3 P.L.
Construction from Lot 3
to Limit of Gravel Surface
% of Mobilization
of Projected Inspection
Sewer Construction:
RSI Lot 3/Sta.17+84 to 20+00
<Less Services>
City Mt to Lot 3
Sta. 9+82 to Sta. 17+84
Sub Total Sewer Const.
$ Lump Sum Contract Amount
$ Bid Amount
$ Bid Amount
$ Sewer Cost X (Mobilization)
Total Contract
$ Cost Sewer X (Insp. Contract Amount)
Total Const. Cost
$ 3,876.30
<1,136.30>
$ 2,740.00
$ 12,038.00
$ 14,778.00
Mobilization Portion:
Total Sewer Cost X (Mob. Cost) = 14,778 (7,995) _ $572.57
Total Const. 206,350
Sewer Design Cost: $2,250.00
Sewer Inspection Cost:
(Sewer Cost)(Insp. Cost) = 14,478 (8,800) _ $360.22
(Total Proj.) 206,350
Total Sewer Costs = $18,230.79
RSI Apportionment Calc's
6/10/99
Page 2
Street Costs:
Street Bid
Street Design
= $60,030.05
=$1,400.00
<Less Sidewalk Bid> - $7,215.00
Sub Total $54,215.05
+ Mobilization (St. — Sdwk) (Mob.) = 52,815.05 X (7,995) _ $2,046.31
Total Bid - 206,350
+ Inspection (St. — Sdwk) (Insp.) = 52,815.05 (8,800) _ $2,252.35
Total Bid 206,350
Total Street = $58,513.71
Apportionment
Sewer — By Square Footage of lots 1, 2 & 3
Total Subdivision = 15.651 ac.
Lot 1 portion - 2.98 (100%) = 19.04%
15.651
Lot 2 portion - 5.257 (100%) = 33.59%
15.651
Lot 3 portion — 7.414 (100%) = 47.37%
15.651
Total = 100%
D : docs\rsi\a p por. cal cs
BID PROPOSAL
FOR
WATER, SEWER, STREET, STORM DRAINAGE
and
SITE GRADING IMPROVEMENTS
RSI, LLC
KALISPELL, MONTANA
Date May 3, 1999
RSI, LLC
P.O. BOX 9000
SPOKANE, WA. 99209
Gentlemen:
The undersigned, having become familiar with the local conditions affecting the cost of work and
the Contract Documents, including Advertisement for Bids, General Conditions of the Contract,
Form of Proposal, Form of Contract, Form of Bonds, etc., Drawings, Specifications, and Addenda
and Exhibits issued and attached to the Contract Documents on file in the office of the City Clerk,
City of Kalispell, Montana, hereby proposes to furnish all of the labor, materials, necessary tools,
expendable equipment, and all utility and transportation services necessary to complete in a
workmanlike manner all of the work required to complete the items described in the Bidding
Schedule in connection with Construction of Water and Storm Drainage Improvements for the City
of Kalispell, Montana, in accordance with the drawings and specifications, including Addenda Nos.
1 , , and , issued thereto for the sum set forth in the following bidding schedule:
SCHEDULE OF QUANTITIES
Detailed descriptions of various bid items may be found under Section 01010 of the Construction
Specifications contained herein.
ITEM
NO.
DESCRIPTION
EST. UNIT
QUANTITY
UNIT
PRICE
AMOUNT
SCHEDULE I: MOBILIZATION, WATER, SEWER & STORM DRAIN IMPROVEMENTS
1.
Mobilization
LUMP SUM
$7 , 995.00
$7 , 995.00
2.
Type H Pipe Bedding Material, in
Place
50 CY
18.15
907,50
3.
Imported Back ill for Pipe Trenches
under Paved Areas, in Place
850 CZ,
7.75
6�587.50
WATER
4.
Water Mains, in Place
8" PVC DR 18
800 LF
11.46
9 ,,1688 ., 90
6" PVC DR 18
40 LF
14.30
572.00
-1-
ITEM
NO.
DESCRIPTION
EST.
QUANTITY
UNIT
UNIT
PRICE
AMOUNT
5.
8" Gate Valve & Valve Box,
in Place
2
EA
$ 611.60
$1,223.20
6.
Tapping Saddle and Valve, in Place
12"x 6"
2
EA
1,408.00
2,816.00
12"x8"
1
EA
1,635.00
1,635.00
7.
Fire Hydrants with Auxiliary Gate.
Valves and Box, in Place
4
EA
1,672.00
6,688.00.
8.
Pressure and Leakage Test,
Completed &Accepted -
LUMP SUM
373.00
373.00
9.
Cleaning, Disinfection and
Bacteriological
Testing of Water Mains -
LUMP SUM
908.00
90,8.00r
10.
Cast Iron Fittings, in Place
300
LBS
6.56
1,268,00
11.
3" Water Service, In -Place
1
EA
788.00
788.00
SANITARY SEWER, STA. 17+84 TO STA. 20+00
12.
Sanitary Sewer Main, in Place
8" PVC SDR 35
220
LF
8_70
1,914.00
13.
Sanitary Sewer Manhole, in Place
1
EA
743.00
743.00
14.
Sanitary Sewer Service, in Place, 6"
PVC, SDR 35
110
LF
10.33
1,136.30
15.
Testing Complete and Accepted
LUMP
SUM
83:00
83.00
STORM DRAINAGE
16.
Storm Drain Pipe, In Place
12" PVC, SDR 35
470
LF
10.68
5,019.60
10" PVC, SDR 35
320
LF
8.70
2,784.00
8" PVC, SDR 35
165
LF
8.16
1,346.40
17.
Storm Drain Manhole, in Place
2
EA
727.00
1,454.00
18.
Extra Depth of Manhole, in Place
3
VF
28.25
84.75
19.
30" Catch Basin, in Place with:
Curb & Gutter Type Inlet, Frame &
Concrete Apron
2
738.00
1,476.00
Round Slotted Cover, Frame &
Concrete Apron
3
EA
495.00
1,485.00
-2-
ITEM EST. UNIT UNIT
NO. DESCRIPTION QUANTITY PRICE AMOUNT
20. Temporary Retention Pond, in Place LUMP SUM $2,168.00 $2,168.00
21. Drainage Swale, in Place 440 LF 1.48 651.20
TOTAL BID, SCHEDULE I — MOBILIZATION, WATER, SEWER &
STORM DRAINAGE IMPROVEMENTS $ 61,974.45
Sixty One Thousand Nine Hundred Seventy Four Dollars and 45/100 DOLLARS
SCHEDULE II: PARKING LOT & SITE GRADING IMPROVEMENTS
22. Subbase Course Material, In Place
(2" minus crushed gravel)
Truck Route Section (12"thick) 3700 SY $ 5.07 $18,759.00
Parking Lot Section (6" thick) 12,200 SY 2 12 25,864.00
23. Base Course Material, in Place
(3/4" minus crushed gravel) 300 SY
24. Asphalt Pavement, in Place
(4" thick, placed in two lifts) 300 7.06 2,118.00
25. Separation/Stabilization Fabric, in
Place. 15,900 SY
26. Bituminous Tack Coat, in Place. 20 GAL
27. Concrete Curb and Gutter, in Place 100 LF 9.60 960.00
TOTAL BID, SCHEDULE II — PARKING LOT, & SITE
GRADING IMPROVEMENTS
Sixty Nine Thousand Eighty Four Dollars and 20/100
SCHEDULE III: STREET IMPROVEMENTS
28. Subbase Course Material, In Place
(2" minus crushed gravel)
Street Section (12" thick)
29. Base Course Material, in Place
(3/4" minus crushed gravel)
2300 SY
2200 SY
-3-
1.69 507.00
1.31 20,829.00
2.36 47.20
$ 5.45
$69,084.20
ForeTHEMR1
fii, gv5_nn
1.36 2,992.0.0
ITEM EST. UNIT UNIT
NO. DESCRIPTION QUANTITY PRICE AMOUNT
30. Asphalt Pavement, in Place
(4" thick, placed in two lifts)
32. Separation/Stabilization Fabric, in
Place.
33. Bituminous Tacit Coat, in Place.
34. Concrete Curb and Gutter, in Place
35. Concrete Valley Gutter, in Place
36. Concrete Sidewalk, in Place
TEMPORARY APPROACH TO HWY. 93
37. Asphalt Pavement, in Place
(4" thick, placed in two lifts)
38. Subbase Course Material, In Place
(2" minus crushed gravel)
Street Section (12" thick)
39. Base Course Material, in Place
(3/4" minus crushed gravel)
40. 18" Culvert, in Place
41. Separation/Stabilization Fabric, in
Place.
42. Imported Backfill, in Place (Road
Foundation Material)
Wy
2300
230
850
500
1850
kwall
360
320
60
360
185
SY
$ 7.06
$15,532.00
SY
1.30.
2,990.00
GAL
2.36
542.80
LF
9.60
8,160.00
SF
5.67
2,835.00
SF
3.90
7,215.00
TOTAL BID, SCHEDULE III - STREET IMPROVEMENTS
SY 7.06 2,259.20
SY 4.31 1,551.60
SY
1.36 435.20
LF 15.90 954.00
SY 1.60 576.00
CY 7.85 1,452.25
Sixty Thousand Thirty Dollars and 05/100
SCHEDULE IV: SANITARY SEWER STA. 9+82 TO STA. 17+84
43. Sanitary Sewer Main, in Place
8" PVC SDR 35
12" PVC SDR 35
44. Sanitary Sewer Manhole, in Place
$60,030.05
710 LF $ 10.25 $7,277.50
100 LF 11.69 1,169.00
4 EA 141.50 2;966.00
M!
45. Extra Depth of Manhole, in Place
46. Sanitary Sewer Service, in Place, 6"
PVC, SDR 35
47. Testing Complete and Accepted
48. Connection to Existing Sewer
5 VF $ 41.10 $ 205.50
110 LF
LUMP SUM
1 EA
id.33 1,136.30
612.50 612.50
549.00
TOTAL BID, SCHEDULE IV — SANITARY SEWER STA. 9+82 TO 17+84
Thirteen Thousand Nine Hundred Fifteen Dollars.+and 80%100
549.00
13,915.80
TOTAL BID, SCHEDULES I, II, III & IV $ 205,004.50
Two Hundred Five Thousand and Four Dollars and 501100 DOLLARS
The above unit prices shall include all labor, materials, equipment, shoring, removal, overhead,
profit, insurance, etc., to cover the finished work of the several kinds called for. The Bidder shall
refer to Section 01010, Measurement and Payment, for specific details regarding the required
workmanship, labor and materials included in each of the above bid proposal items.
Bidder understands that the Owner reserves the right to reject any or all bids. Award of the
contract shall be based on the lowest base bid. There will be one contract awarded for this
project for Schedules I & H.
The bidder agrees that this bid shall be good and may not be withdrawn for a period of sixty (60)
calendar days after the schedules dosing time for receiving bids.
It is an express condition of this Contract that the performance of the Owner hereunder is
contingent upon funds being available by the Owner in sufficient amounts to pay for the
improvements covered hereby and that if such funds are not so available, the Owner shall be
under no obligation to perform under this Contract.
And, the undersigned further certifies that he is not presently working beyond the contract time,
including authorized time extensions on any previously awarded public contract project.
Upon receipt of written notice of the acceptance of this bid, bidder will execute the formal
contract attached within ten (10) days and deliver a Surety Bond or Bonds as required by
Paragraph 29 of the General Conditions. The bid security attached in the amount of ten (10%)
percent of the bid is to become the property of the Owner in the event the contract and bond are
not executed within the time above set forth, as liquidated damages for the delay and additional
-5-
expense to the Chimer caused thereby.
Resp i Submitted:
Date May 3 , 1999 By
Doug Crockett Excavating & Trucking, Inc.
5228 N. Foothills Drive
Polson, Montana 59860
(SEAL - if Bid is by a Corporation)
Contractor #11151
Contractor's Montana Registration No./Employer I.D. No.
*17f ;l f Ltlf f i`
ADDrME SCHEDULE A'-- UNRIMORDUND Ui2 ITY MNNDUIT
4" PVC Schedule 40, w/ ptdl pope
and sweep bmi& 230 L= $ 5.85 $1,345.50
TOTAL BID, ADDITIVE SCHEDULE A — UNDERGROUND U`MjTY
COMM $
1,;345.50
One Thousand Three Hundred Forty Five Dollars and 50/100 DCU ARS-