04. Resolution 4303 - Woodland Court/Teton Terrace Change OrderAgenda -December 30, 1996
AGENDA ITEM 4 Woodland Court/Teton Terrace Change
Woodland Construction:
BACKGROUND/CONSIDERATION: I have enclosed a lengthy explanation of
this item from Mike Fraser, engineer for Thomas, Dean and Hoskins
Inc. As you will see, the construction of Schedule I & II took an
extreme amount of time to compete their portion of the Woodland
Court Project. Forty three working days were allowed by contract
but the project was completed in 122 working days. This delay
caused the City to incur additional engineering fees for this
portion of the contract of $8,636.00. Based upon the analysis done
by the engineer, we should recover this amount from NuPac since
this amount of additional costs is directly related to the delay of
the contractor. This would be a recovery of actual damages rather
than liquidated damages. Woodland Construction Schedule II
improvements were contracted by "A-1 Paving. This phase of
construction was also delayed causing additional engineering costs
of $3,240.53. The engineer also recommends assessing those fees to
the contractor. This is also a recovery of actual damages rather
than liquidated damages.
Teton Terrace:
These improvements were completed by Sandon Construction as per the
specified contract time frame. There are no damages considered in
this project.
RECOMMENDATION: Susan Moyer, Glen Neier, Mike Fraser and I have
reviewed and discussed the engineering report for these projects.
Agenda -December 30, 1996
We concur and recommend the damage recovery for NuPac and for A-1
Paving. We also concur in the increased fee for the engineering
services.
ACTION REQUIRED:
A. Motion approving the assessment of actual damages to the
City from NuPac in the amount of $8,635.80. This amount will
be deducted from the final payment.
B. Motion approving the assessment of actual damages to the
City from A-1 Paving in the amount of $3,240.53. This amount
will be deducted from the final payment.
C. Motion to approve change order #2 to the A-1 Paving to
increase the contract by $10,960.00. This includes: sidewalk
relocation, concrete base for light poles, and a road culvert
extension of length. This also increases the contract time by
16 days.
D. Approval of the final pay estimates as enclosed should be
approved by motion of the Council.
1. NuPac-$18,916.86-If damages are approved as
recommended this amount will be $10,281.06.
2. A-1 Paving-$40,521.49-If damages are approved as
recommended this amount will be $37,280.96.
E. Approval of addendum D to the Thomas, Dean & Hoskins Inc.
contract to reflect the additional fees required due to the
additional observation needed with the contractor extended
time frames. This addendum increases the fees to $59,225.00
to cover all of the engineering costs for Woodland.
* Woodland Court Project Costs
* Teton Terrace Project Costs
Budget $282,840.00 Actual $240,787.35
RESOLUTION NO. 4303
A RESOLUTION TO ALTER AND AMEND THE CONTRACT WITH A-1 PAVING ON THE
WOODLAND COURT PROJECT, MT HOME M94-SG300117/MT--CDBG-94HR-06.
WHEREAS, the City on November 15, 1995 did enter into a
contract with A-1 Paving, Kalispell, MT fbr the construction of
certain improvements connected with the Woodland Court Project,
and
WHEREAS, certain elements in the project required additional
work, as well as time to complete; and said. additional work and
time requirements could not have been necessarily foreseeable when
the original construction contract was entered into, and said
changes are contained in Exhibit "A", attached hereto and are by
this reference made a part hereof; and
WHEREAS, upon the advise and recommendation of Roger
Sommerville, of Thomas, Dean and Hoskins, Inc, (the City's
Consulting Engineers) 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(1) MCA be it hereby resolved:
1. The alterations and modifications of the contract between
the City of Kalispell and A-1 Paving, dated November 13, 1996, as
set out in Exhibit "A" attached hereto are hereby approved, and
2. As soon as the alterations and modifications are agreed to
in writing, signed by the City Manager, as hereby approved by the
Council, this approval thereof shall be in effect.
PASSED AND APPROSTE� BY THE CITY COUNCIL AND MAYOR OF THE CITY OF
KALISPELL THIS ((�� DAY OF aiA u-Q , 1997.
Dougl s D. Rauthe, Mayor
ATTEST:
Debbie Gif CMC
Clerk of Council
is\wp\chngeord.wpd
EXHIBIT
SOUTH WOODLAND COURT
CHANGE ORDER
CONTRACTOR: A-1, Inc.
PROJECT: K94-46-4
Add four (4) street light pole concrete bases along the access road for Woodland Court, see
enclosed sketch.
Add clearing and excavation, Type I with Type A backfill for sidewalk parallelling South
Woodland Court. This includes removing the vegetation and topsoil and filling with subbase
course and crushed gravel material for 415 lineal feet. Moving sidewalk from center of drainage
ditch to the east edge of South Woodland Drive.
Add extension of access road drainage culverts. Includes setting culvert section to grade,
attaching to existing culverts and backfilling with 3/4 inch crush gravel base course subgrade and
top soil materials.
Add construction storm drainage swale per direction of City of Kalispell Engineer to the north
and east side of the subdevelopment area.
Add place top soil on access right-of-way in the boulevard between the curb and sidewalk and
along the outside edge of the sidewalks.
ITT
NO.
DESCRIPTION
QUANTITY
COST
AMOUNT
1.
Concrete Light
Pole Bases, in
Place
4 EA
$300.00
$ 1,200.00
2.
Clearing and
Excavation
4 HRS
$100.00
$ 400.00
3.
Extend 12" CMP Culvert
16 LF
$ 35.00
$ 560.00
4.
Construct Drainage Swale
8 HRS
$100.00
$ 800.00
5.
Place Top Soil
80 HRS
$100.00
$ 8,000.00
TOTAL
$10, 960.00
CHAINTGE ORDER P Q
ORE
DAB
AGREEMENT DATE: 11/15/95
NAME OF PROJECT CITY OF KALISPELL MT
"WOODLAND COURT PROJECT" MT HOME M94-SG300117/MT-CDBG-94HR-06
OWNER CITY OF KALISPELL
CONTRACTOR A-1 PAVING
The following changes are hereby made to the CONTRACT DOCUMENTS:
Add four (4) street light pole concrete bases along the access road for Woodland Court, see enclosed
sketch.
Add clearing and excavation, Type I with Type A backfsll for sidewalk parallelling South Woodland
Court. This includes removing the vegetation and topsoil and filling with an imported borrow of
subbase course and crushed gravel material for 415 lineal feet. Moving sidewalk from center of the
right of way drainage ditch on South Woodland Drive to the edge of the road.
Add extend the north and south access road drainage culverts to match the existing ditch and fill slope.
This includes removing existing vegetation and soils to match ditch grade and backfilling with materials
to match existing culvert fill.
Add construct storm drainage Swale along north and east sides of subdivision to drain storm waters to
south east corner.
Add place top soil on boulevard right-of-way and outside edge of the subdivision sidewalks.
Add above to Schedule III contract, based on unit prices from the original contract and as shown on
Exhibit A.
Justification:
The concrete bases for the subdivision light poles were not included in Change Order No. 1 documents
and must be added to the contract.
The City of Kalispell directed the sidewalk re -located from the center of the street right-of-way to the
east edge of the right-of-way then the west edge. This requires the contractor to clear, grub, remove
the topsoil and import fill to re-establish natural compacted grade. The contractor will place the crushed
gravel base course and concrete sidewalk per contract prices.
The access road culverts were found to be too short with the designed 4:1 fill slope and were at a 1:1
slope. For safety reasons and standard design the culvert must be extended to give adequate ground
slopes at the culverts ends.
The City Engineer requested the drainage Swale construction to move spring and summer storm run-off
away from the north edge of the project.
Schedule I covered placing top soil back over the disturbed construction areas in the street right-of-way.
Contractor must place top soil between road curb and sidewalk and along the outside edge of the
sidewalks, throughout the right-of-way.
Change to CONTRACT PRICE:
Original CONTRACT PRICE: $ 80,056.00
Current CONTRACT PRICE adjusted by previous CHANGE ORDER:$102,865.50
The CONTRACT PRICE due to this CHANGE ORDER will increase: $10,960.00
The new CONTRACT PRICE including this CHANGE ORDER will be $113,825.50
CHANGE of CONTRACT TIME:
The CONTRACT TIME will increase by 16 days.
The date for completion of all work will be 70 days after the lst day of Schedule III contract time.
�
Recommended By:
Accepted By:
RogerSq�ierville, P.E., Thomas, Dean & Hoskins, Inc.
Clarence Krepps, City Manager, City of Kalispell
SOUTH WOODLAND COURT
CHANGE ORDER NO. 2
CONTRACTOR: A-1, Inc.
PROJECT: K94-46-4
Add four (4) street light pole concrete bases along the access road for Woodland Court, see
enclosed sketch.
Add clearing and excavation, Type I with Type A backfill for sidewalk parallelling South
Woodland Court. This includes removing the vegetation and topsoil and filling with subbase
course and crushed gravel material for 415 lineal feet. Moving sidewalk from center of drainage
ditch to the east edge of South Woodland Drive.
Add extension of access road drainage culverts. Includes setting culvert section to grade,
attaching to existing culverts and backfilling with 3/4 inch crush gravel base course subgrade and
top soil materials.
Add construction storm drainage swale per direction of City of Kalispell Engineer to the north
and east side of the subdevelopment area.
Add place top soil on access right-of-way in the boulevard between the curb and sidewalk and
along the outside edge of the sidewalks.
ITEM
NO.
DESCRIPTION
QUANTITY
COST
AMOUNT
1.
Concrete Light
Pole Bases, in
Place
4 EA
$300.00
$ 1,200.00
2.
Clearing and
Excavation
4 HRS
$100.00
$ 400.00
3.
Extend 12" CMP Culvert
16 LF
$ 35.00
$ 560.00
4.
Construct Drainage Swale
8 HRS
$100.00
$ 800.00
5.
Place Top Soil
80 HRS
$100.00
$ 8,000.00
TOTAL
$10,960.00
#' 1 '
DATE 1143-96
AGREEMENT DATE: 11115/95
NAME OF PROJECT CITY OF KALISPELL, MT
"WOODLAND COURT PROJECT" MT HOME M94-SG3001I7/MT-CDBG-94HR-06 -
OWNER CITY OF KALISPELL
CONTRACTOR A-1 PAVING
The following changes are hereby made to the CONTRACT DOCUMENTS:
Add four (4) street light pole concrete bases along the access road for Woodland Court, see enclosed
sketch.
Add clearing and excavation, Type I with Type A backfill for sidewalk parallelling South Woodland
Court. This includes removing the vegetation and topsoil and filling with an imported borrow of
subbase course and crushed gravel material for 415 lineal feet. Moving sidewalk from center of the
right of way drainage ditch on South Woodland Drive to the edge of the road.
Add extend the north and south access road drainage culverts to match the existing ditch and fill slope.
This includes removing existing vegetation and soils to match ditch grade and backfilling with materials
to match existing culvert fill.
Add construct storm drainage Swale along north and east sides of subdivision to drain storm waters to
south east corner.
Add place top soil on boulevard right-of-way and outside edge of the subdivision sidewalks.
Add above to Schedule III contract, based on unit prices from the original contract and as shown on
Exhibit A.
Justification:
The concrete bases for the subdivision light poles were not included in Change Order No. 1 documents
and must be added to the contract.
The City of Kalispell directed the sidewalk re -located from the center of the street right-of-way to the
east edge of the right-of-way then the west edge. This requires the contractor to clear, grub, remove
the topsoil and import fill to re-establish natural compacted grade. The contractor will place the crushed
gravel base course and concrete sidewalk per contract prices.
The access road culverts were found to be too short with the designed 4:1 fill slope and were at a 1:1
slope. For safety reasons and standard design the culvert must be extended to give adequate ground
slopes at the culverts ends.
The City Engineer requested the drainage swale construction to move spring and summer storm run-off
away from the north edge of the project.
Schedule I covered placing top soil back over the disturbed construction areas in the street right-of-way.
Contractor must place top soil between road curb and sidewalk and along the outside edge of the
sidewalks, throughout the right-of-way.
Change to CONTRACT PRICE:
Original CONTRACT PRICE: $ 80,056.00
Current CONTRACT PRICE adjusted by previous CHANGE ORDER:$102.865.50
The CONTRACT PRICE due to this CHANGE ORDER will increase: $10,960.00
The new CONTRACT PRICE including this CHANGE ORDER will be $113,825.50
CHANGE of CONTRACT TIME:
The CONTRACT TIME will increase by 16 days.
The date for completion of all work will be 70 days after the lst day of Schedule III contract time.
Requested By:
Recommended By:
ing
P.E., Thomas, Dean & Hoskins, Inc.
Accepted By:
Clarence Krepps, City Manager, City of Kalispell
CONTRACTOR: A-1, Inc.
PROJECT: K94-46-4
Add four (4) street light pole concrete bases along the access road for Woodland Court, see
enclosed sketch.
Add clearing and excavation, Type I with Type A backfill for sidewalk parallelling South
Woodland Court. This includes removing the vegetation and topsoil and filling with subbase
course and crushed gravel material for 415 lineal feet. Moving sidewalk from center of drainage
ditch to the east edge of South Woodland Drive.
Add extension of access road drainage culverts. Includes setting culvert section to grade,
attaching to existing culverts and backfilling with 3/4 inch crush gravel base course subgrade and
top soil materials.
Add construction storm drainage swale per direction of City of Kalispell Engineer to the north
and east side of the subdevelopment area.
Add place top soil on access right-of-way in the boulevard between the curb and sidewalk and
along the outside edge of the sidewalks.
ITEM
NO.
DESCRIPTION
QUANTITY
COST
AMOUNT
1.
Concrete Light
Pole Bases, in
Place
4 EA
$300.00
$ 1,200.00
2.
Clearing and
Excavation
4 HRS
$100.00
$ 400.00
3.
Extend 12" CMP Culvert
16 LF
$ 35.00
$ 560.00
4.
Construct Drainage Swale
8 HRS
$100.00
$ 800.00
5.
Place Top Soil
80 HRS
$100.00
$ 8,000.00
TOTAL
$10,960,00
....m,..___
ENGINEERING CONSULTANTS
690 North Meridian, Suite 101 • Kalispell, Montana 59901 • (406) 752-5246 • FAX (406) 752-5230
December 5, 1996
Susan Moyer
City of Kalispell
P.O. Box 1997
Kalispell, MT 59903-1997
RE: Woodland Court/Teton Terrace
Dear Susan:
Attached is the financial summary on the two projects. We will discuss each project in detail
but may summarize project status as saying both projects are substantially complete and under
budget.
Woodland Court:
Schedule I & II, NUPAC is the contractor for the water, sewer, drainage and subbase
preparation. Contract amount was $280, 847.00. Change orders were approved by the council
allowing work to progress on a working day and days worked basis. The contractor worked
intermittently thru the winter, spring and summer of 1996. Sixty calendar days or 43 working
days were allocated by contract. With the change orders, the project was completed in 122
working days.
First day of contract time was December 6, 1995, at which time work commenced on a days
worked contract per Change Order No. 1. On March 16, 1996, the 37th day worked, the
contract time was changed to working day, any day on which site conditions allowed proceeding.
The 60th day was May 6, 1996. Contract work was substantially complete on August 16, 1996
the 122nd day. Enclosed is the final pay estimate for processing.
Section 1005 provides for fees and liquidated damages. Paragraph 3.2 defines the fees and
Paragraph 3.2.5 states "the Contractor shall reimburse the Owner for all costs incurred as a
result of the Contractor's failure to complete the work within the time period specified..."
Engineering fees from bidding through May 6, 1996 are $29,190.82. Our fee estimate was
$27,165.00 for 90 calendar days or sixty-four working days of construction for all three
schedules. Sixty for Schedules I & II and 30 for Schedule III. This fee was expended in six
months of construction or sixty working days because of the increased pay estimates,
administration and the extended construction time of the working day contract. The amount of
GO%
OFFICES IN GREAT FALLS, BOZEMAN, KALISPELL, SPOKANE AND LEWISTON ACEC
Susan Moyer
December 5, 1996
Page 2
$2,025.82 should be a contract increase to the engineer. After May 6, 1996, through August
16, 1996, TD&H incurred fees of $8,635.80. which should be deducted from the Contractor
NUPAC. The contract provides for a $200.00 per day liquidated damages fee. We recommend
the City refer the assessments of damages to the attorney.
Final construction contract amount with all change orders will be $276,736.50 or $4,110.50 less
than the original contract.
Schedule III. Contractor is A-1 Paving for a contract amount of $80,056.00. Contract time was
30 calendar days. Enclosed is the final pay estimate and change order for processing.
First day of contract was August 19, 1996, construction commenced on a calendar day basis.
Change Orders to the A-1 contract added the basic electrical, telephone and cable t.v., street
light bases and top soil behind the curb. With Change Order No. 1 and proposed Change Order
No. 2, enclosed, contract time is 58 calendar days. The last day of contract time was October
25, 1996, which was the 68th day.
Engineering fees from August 16, 1996 through October 15, 1996, the 54th day are $18,293.49.
These fees should be added to the engineering agreement. Fees from October 11, 1996 through
October 25, 1996 are $3,240.53. We recommend assessing the Contractor the fees from
October 15, 1996 through completion, $3,240.53.
A-l's final contract amount will be $132,222.00 which is for the base course, asphalt, sidewalk
curb and gutter, drainage swale and backbone electrical.
The engineers construction management contract should be increased to $58,735.00 to cover
these increases in time and services.
Completion costs for Woodland court including the increased engineering is $488,914.00
compared with a budget of $489,748.00.
TETON TERRACE
Contractor is Sandon Construction with a contract amount of $191,525.76.
The first day of construction was July 22, 1996. The project was substantially complete on
October 19, 1996. Contract time was 90 calendar days. The project was completed on time.
Susan Moyer
December 5, 1996
Page 3
The electrical service to the lots was added to Sandon's contract which increased the contract
to $197,823.76. Final contract amount will be $198,252.35. Final pay estimate is enclosed.
Inspection fees were budgeted for $27,165.00. The final invoice will total $25,298.24, which
is $1, 866.76 under the contract.
Completion costs for Teton Terrace including all construction and engineering is $240,787.35
compared with a budget of $282,840.00.
We have also enclosed a contract amendment increasing the engineering in Woodland from
$27,900.00 to 59,255.00 and decreasing Teton Terrace from $27,165.00 to $25,300.00
Please contact us if you have any questions.
Very truly yours,
THOMA , DEAN & HOSKINS, INC.
V�
Michael W. Fraser
MWF: sb
K94-46-5
K94-46-4
c: dec5moye.ltr
Encl:
A A
1 _ SITES I & 2 -- CONSTRUCTION & ENGINEERING COSTS
2_
3 Contract w/Nupac for Schedules I & II
4 Change Order 41 - Change to working day
5 Change Order 42 - Relocate water main which was too close to sewer line, add asp
6 s replacement at driveways which had been in A-1 Paving's scope of work
7 Contract w/A-I Paving for Schedule III
Con!
B G-
3riginthe contractors to pay for
J dgt;:ontract time. This would amount to
4upac and $3,241 from A-1 Paving i
�r cost would be $19,274. f
9
,ommended dama4es from the two i
10
`
b
ultimately will bring the
'I 1
ie for $12,915 under the current
12
Total of Schedules I, II and III
$327,4 r budget for both sites.
13
Contingency Budget
20 G j
4
Total Construction Budget and/or Expenses
$347,4
—1'
16
.
Engineering Design.
17
Engine ermg -Construction Management
Total Engineering Costs
$59,4
19
Speciality Utility Work:
`^ 20
PTI -Design & installationof phone service
$7,
-- 21
22
PP&L -'Line extension forlstreei lighting : „ ..
$14,4c>. sst
23
PP&L -De of Elecd3cal Backiione System, -
14 z. r y,.
24
$41,F
25
26
Total Site Construction & Engineering Costs
$448, i
--- 27
—
28
Contract with Sandon
$272J i
29
Contingency Budget6
30
Total Construction Budget
$289,5
_ 31_
32
Engineering Design
� `
l
33
Engineering - Construction it?ana erirent
34
Total Engineering Costs
$49,! !
35 PTI -Design and 'rnstallatioci of phone servree r
$7,
36
Utility Trench Work Change Order #1 Sandon
$5,
37
PP&L -Lino extension forstreet IIg}ff#ng
14,
Z$
PP&L-DeaignofElect<teatBackbone Systeas >:
.
�14,'- r
—
9
_ a
Speciality Utility Work
.,.
$41,f
40
41
Total Site Construction & Engineering Costs
$380,1 E
42
TOTAL BOTH SITES FOR CONSTRUCTION & ENGINEERING
$829,,
09-Dec-96
09::3 AM
CITY OF KALISPELL
PROJECT: WOODLAND COURT
Date: November 20, 199(.
Pay Estimate No. 7
JOB #: K94-46-4
Page I of 3
Amount Complete6 To Date
$269,936.50
Less Retained Percentage (5 % of the total)
JI3 496.83
Subtotal
$256,439.67
Dept. of
Amount Due
Revenue
Contractor
Estimate #1 $40,263.37
$402.63
$39,860.74
Estimate #2 $81,927.83
$819.28
$81,105.55
Estimate #3 $84,387.60
$843.88
$83,543.77
Estimate #4 $6,251.40
$62.51
$6,188.89
Estimate #5 $8,486.21
$84.86
$8,401.35
Estimate #6 $16,015.32
$160.15
$15,855.17
Less Previous Payments $237,331.73
Amount Due Contractor $19.107.94
Less 1 % Dept. of Revenue $191.08
TOTAL AMOUNT DUE $18,916.86
We hereby certify the work for which payment is hereon requested has been performed in accordance with the specifications.
CONTRACTOR: PACK AND COMPANY
Paul fira ham
We hereby certify the foregoing is a true and correct statement of the amount due the Contractor for construction, to date,
of the above project, and payment for same is hereby recommended.
ENGRDMR: THO & HOSKINS, INC.
By.
og me
CITY OF KALIBSPELL
APPROVE
f1san Moyer, City o
CITY OF KALISPELL
PROJECT: WOODLAND COURT
JOB #: K94-46-4
SCHEDULE I - SITE GRADING AND DRAINAGE IMPROVEMENTS
BID Q114�tj�M
1.
MOBILIZATION LUMP SUM
2.
IMPORTED
BORROW 3900 CY
3.
EXCAVATION, TYPE I
W/ TYPE A
BACKFILL 40 CY
4.
12" STORM DRAIN
PIPE, CLASS H,
IN PLACE 120 LF
5.
12- CMP CULVERT,
IN PLACE 104 LF
6.
STORM DRAIN
INLET I EA
7.
RIP RAP,
IN PLACE 12 CF
SUBTOTAL SCHEDULE I
SCHEDULE H - WATER AND SEWER IMPROVEMENTS
WATER
1.
TYPE 11 PIPE
BEDDING MATERIAL,
IN PLACE so CY
2.
IMPORTED
BACKFILL 1050 CY
3.
WATER MAINS, IN PLACE
8" PVC DR 18 1242 LF
12" PVC DR 18 369 LF
4.
GATE VALVES & VALVE
BOX, IN PLACE
8- 4EA
12" 2EA
5.
FIRE HYDRANTS W/
AUXILIARY GATE
VALVES AND BOX,
IN PLACE 3EA
6.
314- WATER SERVICE,
IN PLACE -INCLUDING
PIPE, CORPORATION
STOP, CURB STOP
AND CURB BOX 24 EA
7.
CONNECTION TO
EXISTING WATER
MAIN, IN PLACE IEA
8.
PRESSURE AND LEAKAGE
TEST, COMPLETED &
ACCEPTED -MIN OF
7§% OF ITEM 7 LUMP SUM
50%
2102.3 CY
OCY
120 LF
104 LF
IEA
12CF
OCY
881.3 CY
1248 LF
363 LF
4EA
2EA
PRICE
UNIT
$10,000.00
$4.60
$7.00
$25.00
$35.00
$1,500.00
$20.00
$18.00
$13.00
7.00
6.00
$750.00
$1,200.00
3EA $2,500.00
Date: November 20,1994
Pay Estimate No. 7
Page 2 of 3
VALUE OF WORK
COMPLETED
TO DATE
$5,000.00
$9,670.58
$0.00
$3,000.00
$3,640.00
$1,500.00
$240.00
$23,050.58
$0.00
$11,456.90
$21216.00
$9:438.00
22EA
$600.00
$13,200.00
IEA
$1,500.00
$1,500.00
100%
$500.00
$500.00
CITY OF KALISPELL
PROJECT: WOODLAND COURT
JOB#: K94464
BID
UANTITY Q
ITEM
DESCRIPTION Y COMPLETED
9.
CLEANING OF WATER
MAINS -MIN OF 7§%
OF ITEM 7 LUMP SUM
100%
10.
DISINFECTION AND
BACTERIOLOGICAL
TESTING OF
WATER MAINS -MIN OF
5% OF ITEM 7 LUMP SUM
IEA
IL
CAST IRON FITTINGS,
IN PLACE 1240 LBS
1023 LBS
SEWER
12.
TYPE 11 PIPE
BEDDING MATERIAL,
IN PLACE 80 CY
18 CY
13.
IMPORTED
BACKFILL 3170 CY
3074.1 CY
14.
EXCAVATION
TYPE 2 W/
TYPE A BACKFILL 2250 CY
3697.1 CY
TYPE I W/
TYPE A BACKFILL 1615 CY
OCY
15.
SANITARY SEWER,
IN PLACE
8" PVC SDR 35 2423 LF
2428 LF
8" PVC DR 18 290 LF
310LF
16.
TESTING COMPLETE
AND ACCEPTED -
MIN OF 3% OF
ITEM 15 LUMP SUM
100%
17.
SANITARY SEWER
MANHOLE, IN
PLACE 10 EA
8EA
18.
SANITARY SEWER
DROP MANHOLE,
IN PLACE 2EA
2EA
19.
EXTRA DEPTH OF
MANHOLE, IN
PLACE 27 VF
33.8 VF
20.
EXTRA DEPTH OF
DROP MANHOLE,
IN PLACE 16 VF
16.4 VF
21.
SANITARY SEWER
SERVICE, IN
PLACE 712 LF
830 LF
22.
CONNECTION TO
EXISTING SEWER lEA
IEA
SUBTOTAL SCHEDULE H
SUB -TOTAL SCHEDULES I & 11
APPROVED ADDITIONS AND DELETIONS
I. Connect to Existing Water Service (3)
2. Water Main Adjustment
3. Asphalt Pavement Replacement
SUB -TOTAL ADDITIONS
PROJECT
TOTAL
UNIT
PRICE
0
$18.00
$13.00
$6.00
$6.00
13.00
16.00
$1,700.00
$3,665.00
$4,490.00
$180.00
$180.00
$10.00
$500.00
Date: November 20, 19%
Pay Estimate No. 7
Page 3 of 3
VALUE OF WORK
COMPLETED
TO DATE
$500.00
$500.00
$3,069.00
$324.00
$39,963.30
$22,182.60
$0.00
$31,564.00
$4,960.00
$1,700.00
$29,320.00
$8,980.00
$6,094.00
$2,952.00
$8,300.00
$500.00
$231,109.80
$254,160-38
$1,168.01
$8,261.11
$6,347.00
$15,776.12
$269,936.50
CITY OF KALISPELL Date: November 19, 1996
PROJECT: WOODLAND COURT Pay Estimate No. 2(A1)
JOB #: K94-46-4 Page I of 2
Amount Completed To Date $132,222.00
Less Retained Percentage (5 % of the total) 16,611.10
Subtotal $125,610.90
Dept. of
Total Revenue Contractor
Estimate #1 $84,680.10 $846.80 $83,833.30
Estimate #2 $40,930.80 $409.31 $40,521.49
Estimate #3
Estimate #4
Less Previous Payments
$84,680.10
r
Amount Due Contractor
$40,930.80
Less 1 % Dept. of Revenue
$409.31
TOTAL AMOUNT DUE
$40,521.49
We hereby certify the work for which payment is hereon requested has been performed in accordance with
the specifications.
CONTRACTOR: A-1 PAVING, INC.
Arnie Mohl
We hereby certify the foregoing is a true and correct statement of the amount due the Contractor for construction
to date, of the above project, and payment for same is hereby recommended.
ENGINEER: THOMA-'-',�N & HOSKINS, INC.
By.
Roge S ervz e,
CITY OF KALISPELL
APPROVED:
Susan Moyer, City of Kalispell
E
CITY OF KALISPELL
PROJECT:
WOODLAND COURT
JOB °#: K94-46-4
SCHEDULE III - STREET PAVING IMPROVEMENTS
BID
QUANTITY
ITEM
DESCRIPTION
QUANTITY
COMPLETED
1.
Subbase Course
Material
1550 CY
1675 CY
2.
Crushed Gravel
Material
312 CY
684 CY
3.
Bituminous Prime
Coat
1270 GAL
0 GAL
4.
Bituminous Tack
Coat
360 GAL
170 GAL
5.
Asphalt
Pavement
3640 SY
3957 SY
6.
Combined Curb &
Gutter
1190 LF
2535 LF
7.
Concrete Sidewalk
9750 SF
12545 SF
8.
Concrete Inlet
Apron
4 SY
0 SY
9.
Concrete Valley
Gutter
13 SY
13.3 SY
10.
Moved to Schedule
I&11
0
0
11.
Asphalt Pavement
Overlay
250 SY
0 SY
CO #1
Electrical Utility
Const.
LUMP SUM
1
CO #2
Concrete Light
Pole Bases
4 EA
4 EA
Clearing &
Excavation
4 HRS
8 HRS
Extend 12" CMP Culvert
16 LF
16 LF
Construct Drainage Swale
8 HR
8 HR
Place Top Soil
80 HR
80 HR
TOTAL SCHEDULE III
Date: November 19, 1996
Pay Estimate No. 2(A1)
Page 2 of 2
UNIT VALUE OF WORK
PRICE COMPLETED TO DATE
$12.00
$20,100.00
$18.00
$12,312.00
$2.00
$0.00
$3.00
$510.00
$5.50
$21,763.50
$7.00
$17,745.00
$2.00
$25,090.00
$0.00
$0.00
$40.00
$532.00
$0.00
$0.00
$11.00
$0.00
$22,809.50
$22,809.50
$300.00
$1,200.00
$100.00
$800.00
$35.00
$560.00
$100.00
$800.00
$100.00
$8,000.00
$132,222.00
AMR Q -2t4� �a
DATE 11-13-96
AGREEMENT DATE: 11/15/95
NAME OF PROJECT CITY OF KALISPELL MT
"WOODLAND COURT PROJECT" MT HOME M94-SG300117/MT-CDBG-94HR-06
OWNER CITY OF KALISPELL
CONTRACTOR A-1 PAVING
The following changes are hereby made to the CONTRACT DOCUMENTS:
Add four (4) street light pole concrete bases along the access road for Woodland Court, see enclosed
sketch.
Add clearing and excavation, Type I with Type A backfill for sidewalk parallelling South Woodland
Court. This includes removing the vegetation and topsoil and filling with an imported borrow of
subbase course and crushed gravel material for 415 lineal feet. Moving sidewalk from center of the
right of way drainage ditch on South Woodland Drive to the edge of the road.
Add extend the north and south access road drainage culverts to match the existing ditch and fill slope.
This includes removing existing vegetation and soils to match ditch grade and backfilling with materials
to match existing culvert fill.
Add construct storm drainage swale along north and east sides of subdivision to drain storm waters to
south east corner.
Add place top soil on boulevard right-of-way and outside edge of the subdivision sidewalks.
Add above to Schedule III contract, based on unit prices from the original contract and as shown on
Exhibit A.
Justification:
The concrete bases for the subdivision light poles were not included in Change Order No. 1 documents
and must be added to the contract.
The City of Kalispell directed the sidewalk re -located from the center of the street right-of-way to the
east edge of the right-of-way then the west edge. This requires the contractor to clear, grub, remove
the topsoil and import fill to re-establish natural compacted grade. The contractor will place the crushed
gravel base course and concrete sidewalk per contract prices.
The access road culverts were found to be too short with the designed 4: 1 fill slope and were at a 1: 1
slope. For safety reasons and standard design the culvert must be extended to give adequate ground
slopes at the culverts ends.
The City Engineer requested the drainage swale construction to move spring and summer storm run-off
away from the north edge of the project.
Schedule I covered placing top soil back over the disturbed construction areas in the street right-of-way.
Contractor must place top soil between road curb and sidewalk and along the outside edge of the
sidewalks, throughout the right-of-way.
Change to CONTRACT PRICE:
Original CONTRACT PRICE: $80J_056.00 .
Current CONTRACT PRICE adjusted by previous CHANGE ORDER: $102,865.50
The CONTRACT PRICE due to this CHANGE ORDER will increase: $10,960.00
The new CONTRACT PRICE including this CHANGE ORDER will be $113,825.50 .
CHANGE of CONTRACT TIME:
The CONTRACT TIME will increase by 16 days.
The date for completion of all work will be 70 days after the lst day of Schedule III contract time.
Requested By:
Recommended By:
Accepted By:
Paving
, P.E., Thomas, Dean & Hoskins, Inc.
Clarence Krepps, City Manager, City of Kalispell
DATE 11-13-96
AGREEMENT DATE: 11/15/95
NAME OF PROJECT CITY OF KALISPELL, MT
"WOODLAND COURT PROJECT" MT HOME M94-SG300117/MT-CDBG-94HR-06
OWNER CITY OF KALISPELL
CONTRACTOR A-1 PAVING
The following changes are hereby made to the CONTRACT DOCUMENTS:
Add four (4) street light pole concrete bases along the access road for Woodland Court, see enclosed
sketch.
Add clearing and excavation, Type I with Type A backfill for sidewalk parallelling South Woodland
Court. This includes removing the vegetation and topsoil and filling with an imported borrow of
subbase course and crushed gravel material for 415 lineal feet. Moving sidewalk from center of the
right of way drainage ditch on South Woodland Drive to the edge of the road.
Add extend the north and south access road drainage culverts to match the existing ditch and fill slope.
This includes removing existing vegetation and soils to match ditch grade and backfilling with materials
to match existing culvert fill.
Add construct storm drainage swale along north and east sides of subdivision to drain storm waters to
south east comer.
Add place top soil on boulevard right-of-way and outside edge of the subdivision sidewalks.
Add above to Schedule III contract, based on unit prices from the original contract and as shown on
Exhibit A.
Justification:
The concrete bases for the subdivision light poles were not included in Change Order No. 1 documents
and must be added to the contract.
The City of Kalispell directed the sidewalk re -located from the center of the street right-of-way to the
east edge of the right-of-way then the west edge. This requires the contractor to clear, grub, remove
the topsoil and import fill to re-establish natural compacted grade. The contractor will place the crushed
gravel base course and concrete sidewalk per contract prices.
The access road culverts were found to be too short with the designed 4: 1 fill slope and were at a 1: 1
slope. For safety reasons and standard design the culvert must be extended to give adequate ground
slopes at the culverts ends.
The City Engineer requested the drainage swale construction to move spring and summer storm run-off
away from the north edge of the project.
Schedule I covered placing top soil back over the disturbed construction areas in the street right-of-way.
Contractor must place top soil between road curb and sidewalk and along the outside edge of the
sidewalks, throughout the right-of-way.
Change to CONTRACT PRICE:
Original CONTRACT PRICE: $ 80,056.00
Current CONTRACT PRICE adjusted by previous CHANGE ORDER: $102,865.50
The CONTRACT PRICE due to this CHANGE ORDER will increase: $10960.00
The new CONTRACT PRICE including this CHANGE ORDER will be $113,825.50.
CHANGE of CONTRACT TIME:
The CONTRACT TIME will increase by 16 days.
The date for completion of all work will be 70 days after the 1st day of Schedule III contract time.
Requested By:
Recommended By:
Accepted By:
ving
) P.E., Thomas, Dean & Hoskins, Inc.
Clarence Krepps, City Manager, City of Kalispell
CONTRACTOR: A-1, Inc.
PROJECT: K94-46-4
Add four (4) street light pole concrete bases along the access road for Woodland Court, see
enclosed sketch.
Add clearing and excavation, Type I with Type A backfill for sidewalk parallelling South
Woodland Court. This includes removing the vegetation and topsoil and filling with subbase
course and crushed gravel material for 415 lineal feet. Moving sidewalk from center of drainage
ditch to the east edge of South Woodland Drive.
Add extension of access road drainage culverts. Includes setting culvert section to grade,
attaching to existing culverts and backfilling with 3/4 inch crush gravel base course subgrade and
top soil materials.
Add construction storm drainage swale per direction of City of Kalispell Engineer to the north
and east side of the subdevelopment area.
Add place top soil on access right-of-way in the boulevard between the curb and sidewalk and
along the outside edge of the sidewalks.
ITEM
NO.
DESCRIPTION
QUANTITY
COST
AMOUNT
1.
Concrete Light
Pole Eases, in
Place
4 EA
$300.00
$ 1,200.00
2.
Clearing and
Excavation
4 HRS
$100.00
$ 400.00
3.
Extend 12" CMP Culvert
16 LF
$ 35.00
$ 560.00
4.
Construct Drainage Swale
8 HRS
$100.00
$ 800.00
5.
Place Top Soil
80 HRS
$100.00
$ 8,000.00
TOTAL
$10,960.00
i
DATE I 1-13-96
AGREEMENT DATE: 11/15/95
NAME OF PROJECT CITY OF KALISPELL, MT
"WOODLAND COURT PROJECT" MT HOME M94-SG300117/MT-CDBG-94HR-06
OWNER CITY OF KALISPELL
CONTRACTOR A-1 PAVING
The following changes are hereby made to the CONTRACT DOCUMENTS:
Add four (4) street light pole concrete bases along the access road for Woodland Court, see enclosed
sketch.
Add clearing and excavation, Type I with Type A backfzll for sidewalk parallelling South Woodland
Court. This includes removing the vegetation and topsoil and filling with an imported borrow of
subbase course and crushed gravel material for 415 lineal feet. Moving sidewalk from center of the
right of way drainage ditch on South Woodland Drive to the edge of the road.
Add extend the north and south access road drainage culverts to match the existing ditch and fill slope.
This includes removing existing vegetation and soils to match ditch grade and backfilling with materials
to match existing culvert fill.
Add construct storm drainage swale along north and east sides of subdivision to drain storm waters to
south east corner.
Add place top soil on boulevard right-of-way and outside edge of the subdivision sidewalks.
Add above to Schedule III contract, based on unit prices from the original contract and as shown on
Exhibit A.
Justification:
The concrete bases for the subdivision light poles were not included in Change Order No. 1 documents
and must be added to the contract.
The City of Kalispell directed the sidewalk re -located from the center of the street right-of-way to the
east edge of the right-of-way then the west edge. This requires the contractor to clear, grub, remove
the topsoil and import fill to re-establish natural compacted grade. The contractor will place the crushed
gravel base course and concrete sidewalk per contract prices.
The access road culverts were found to be too short with the designed 4: 1 fill slope and were at a 1: 1
slope. For safety reasons and standard design the culvert must be extended to give adequate ground
slopes at the culverts ends.
The City Engineer requested the drainage swale construction to move spring and summer storm run-off
away from the north edge of the project.
Schedule I covered placing top soil back over the disturbed construction areas in the street right-of-way.
Contractor must place top soil between road curb and sidewalk and along the outside edge of the
sidewalks, throughout the right-of-way.
Change to CONTRACT PRICE:
Original CONTRACT PRICE: $80-056.00
Current CONTRACT PRICE adjusted by previous CHANGE ORDER: $102,865.50
The CONTRACT PRICE due to this CHANGE ORDER will increase: $10,960.00
The new CONTRACT PRICE including this CHANGE ORDER will be $113,825.50 _.
CHANGE of CONTRACT TIME:
The CONTRACT TIME will increase by 16 days.
The date for completion of all work will be 70 days after the ist day of Schedule III contract time.
��l N
Recommended By:
Accepted By:
-1 Paving
, P.E., Thomas, Dean & Hoskins, Inc.
Clarence Krepps, City Manager, City of Kalispell
WE`:�
CONTRACTOR: A-1, Inc.
PROJECT: K94-46-4
Add four (4) street light pole concrete bases along the access road for Woodland Court, see
enclosed sketch.
Add clearing and excavation, Type I with Type A backfill for sidewalk parallelling South
Woodland Court. This includes removing the vegetation and topsoil and filling with subbase
course and crushed gravel material for 415 lineal feet. Moving sidewalk from center of drainage
ditch to the east edge of South Woodland Drive.
Add extension of access road drainage culverts. Includes setting culvert section to grade,
attaching to existing culverts and backfilling with 3/4 inch crush gravel base course subgrade and
top soil materials.
Add construction storm drainage swale per direction of City of Kalispell Engineer to the north
and east side of the subdevelopment area.
Add place top soil on access right-of-way in the boulevard between the curb and sidewalk and
along the outside edge of the sidewalks.
ICI
NO.
DESCRIPTION
QUANTITY
COST
AMOUNT
1.
Concrete Light
Pole Bases, in
Place
4 EA
$300.00
$ 1,200.00
2.
Clearing and
Excavation
4 HRS
$100.00
$ 400.00
3.
Extend 12" CMP Culvert
16 LF
$ 35.00
$ 560.00
4.
Construct Drainage Swale
8 HRS
$100.00
$ 800.00
5.
Place Top Soil
80 HRS
$100.00
$ 8,000.00
TOTAL
$10,960.00
Add four (4) street light pole concrete bases along the access road for Woodland Court, see
enclosed sketch.
Add clearing and excavation, Type I with Type A backfill for sidewalk parallelling South
Woodland Court. This includes removing the vegetation and topsoil and filling with subbase
course and crushed gravel material for 415 lineal feet. Moving sidewalk from center of drainage
ditch to the east edge of South Woodland Drive.
Add extension of access road drainage culverts. Includes setting culvert section to grade,
attaching to existing culverts and backfilling with 3/4 inch crush gravel base course subgrade and
top soil materials.
Add construction storm drainage Swale per direction of City of Kalispell Engineer to the north
and east side of the subdevelopment area.
Add place top soil on access right-of-way in the boulevard between the curb and sidewalk and
along the outside edge of the sidewalks.
ITEM
NO.
DESCRIPTION
QUANTITY
COST
AMOUNT
1.
Concrete Light
Pole Bases, in
Place
4 EA
$300.00
$ 1,200.00
2.
Clearing and
Excavation
4 HRS
$100.00
$ 400.00
3.
Extend 12" CMP Culvert
16 LF
$ 35.00
$ 560.00
4.
Construct Drainage Swale
8 HRS
$100.00
$ 800.00
5.
Place Top Soil
80 HRS
$100.00
$ 8,000.00
TOTAL
$10,960.00
RESOLUTION NO. ---43-02-
A RESOLUTION TO ALTER AND AMEND THE CONTRACT WITH THOMAS, DEAN &:
HOSKINS, INC. ON THE WOODLAND COURT/TETON TERRACE PROJECTS.
WHEREAS, the City on May 5, 1994 did enter into a contract
with Thomas, Dean & Hoskins, Inc., for the construction of certain
improvements connected with the Woodland Court/Teton Terace
Projects, and
WHEREAS, certain elements in the project required additional
work, as well as time to complete; and said additional work and
time requirements could not have been necessarily foreseeable when
the original construction contract was entered into, and said
changes are contained in Addendum "DR, attached hereto and are by
this reference made a part hereof; and
WHEREAS, upon the advise and recommendation of Roger
Sommerville, of Thomas, Dean and Hoskins, Inc., (the City's
Consulting Engineers) 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(1) MCA be it hereby resolved:
1. The alterations and modifications of the contract between
the City of Kalispell and Thomas, Dean & Hoskins, Inc., dated
January 6, 1997, as set out in Addendum "DR attached hereto are
hereby approved, and
2. As soon as the alterations and modifications are agreed to
in writing, signed by the City Manager, as hereby approved by the
Council, this approval thereof shall be in effect.
PASSED AND APPROVED BY THE CITY COUNCIL AND MAYOR OF THE CITY OF
KALISPELL THIS - DAY OF 1 1997.
Douglas D. Rauthe, Mayor
i:\wp\chngtdh.wpd
ATTEST:
Debbie Gifford, CMC
Clerk of Council
i:\wp\chngtdh.wpd
The Agreement dated the 5th day of May, 1994, by and between the City of Kalispell
and Thomas, Dean & Hoskins, Inc. is hereby amended as follows:
Part IY - Payment for Services
Paragraph F, add the following:
The fee for construction management services for the Woodland Court Project shall not
exceed fifty-nine thousand, two hundred and twenty-five and NO/ 100 dollars
($59,225.00). Fee shall be billed at two tines payroll plus out of pocket expenses at
actual cost plus ten percent (10%). Mileage shall be charged at a rate of $0.35 per mile.
The fee for construction management services for the Teton Terrace Project shall
not exceed twenty-five thousand, three hundred and NO/100 dollars ($25,300.00).
Fee shall be billed at two times payroll plus out of pocket expenses at actual cost
plus ten percent (10%). Mileage shall be charged at a rate of $0.35 per mile.
In Witness whereof the parties hereto have executed this amendment to the contract this the _
day of , 1996.
THOMAS, DEAN & HOSKINS, INC.
4 J16Al
Michael W. Fraser
Vice President
CITY OF KALISPELL, MONTANA
Clarence Krepps
City Manager
Addendum "D" - 1
CITY OF KALISPELL Date: December 4, 1996
PROJECT: TETON TERRACE DEVELOPMENT Pay Estimate No. 5
JOB #: K94-46-5 Page 1 of 4
Amount Completed To Date $198,252.35
Less Retainage (0%) $0.00
Total $198,252.35
Total
Retainag
Contractor
Estimate #1
$36,899.00
$3,689.90
$33,209.10
Estimate #2
$83,833.96
$8,383.40
$75,450.56
Estimate #3
$116,899.52
$11,689.95
$105,209.57
Estimate #4
$197,752.35
$19,778.95
$177,973.40
Estimate #5
$198,252.35
$0.00
$198,252.35
Less Previous Amount Due Contractor
$177,973.40
Amount Due Contractor
$20,278.95
Less 1 % Dept. of Revenue
$202.79
TOTAL AMOUNT DUE
$20,076.16
We hereby certify the work for which payment is hereon requested has been performed in accordance with the
specifications.
CONTRACTOR: SANDON CONSTRUCTION
Greg Sandon
We hereby certify the foregoing is a true and correct statement of the amount due the Contractor for construction, to
date, of the above project, and payment for same is hereby recommended.
ENGINEER: THOMAS, DEAN & HOSKINS, INC.
By��`' �yP.
IanJ. Bil .
CITY OF KALISPELL
APPROVED:
Susan Moyer, Project Manager
CITY OF KALISPELL
PROJECT: TETON
TERRACE DEVELOPMENT
JOB #: K94-46-5
BID SCHEDULE I
BID
ITEM
DESCRIPTION
QUANTITY
1.
Mobilization
Lump Sum
2.
Drainage Swale, In place
407 LF
3.
Reshape Drainage Ditch
630 LF
4.
Site Grading
Lump Sum
TOTAL BID, SCHEDULE I
SCHEDULE If. WATER & SEWER IMPROVEMENTS
WATER
1.
Type II Pipe Bedding Material
In -place
30 CY
2.
Imported Backfill
520 CY
3.
Water Mains, In -place
8" PVC DR 18
661 LF
6" PVC DR 18
70 LF
4.
Gate Valves & Valve Box
In -place, 8"
2 EA
6"
1 EA
5.
Fire Hydrant with Auxiliary
Gate Valve & Box, In -place
IEA
6.
Relocate Fire Hydrant
I EA
7.
Water Service, In -place Including
pipe, corporation stop, curb stop
and curb box
3/4"
23 EA
I "
3 EA
8.
Connection to Existing Water Main
In -place
2 EA
9.
Pressure and Leakage Test,
Completed & Accepted -
Minimum of 7 1/2% of Item 3
Lump Sum
10.
Cleaning of Water Mains -
Minimum of 7 1/2% of Item 3
Lump Sum
11.
Disinfection & Bacteriological Testing of Water Mains
Minimum 5 1/2% of Item 3
Lump Sum
12.
Cast Iron Fittings, In -place
725 LBS
SEWER
13.
Type II Pipe Bedding Material,
In -place
30 CY
14.
Imported Backfill
160 CY
Date: December 4, 1996
Pay Estimate No. 5
Page 2 of 4
QUANTITY
UNIT
VALUE OF WORK
COMPLETED
PRICE
COMPLETED TO DATE
$100.00 %
$10,000.00
$101000.00
461 LF
$6.48
$2,987.28
551 LF
$1.60
$881.60
100 %
$1,600.00
51,600.00
$15,468.88
0 CY
$8.00
569 CY
$9.20
695 LF
$17.00
57 LF
$17.00
3 EA
$785.00
1 EA
$630.00
1 EA
$1,875.00
1 EA
$570.00
23 EA
$437.00
3 EA
$500.00
2 EA
$475.00
100 %
$500.00
100 %
$500.00
100 %
$500.00
835 LBS
$3.00
0 CY $8.00
144.3 CY $9.20
$0.00
55,234.80
$11,815.00
$969.00
52,355.00
$630.00
$1,875.00
5570.00
$I0,051.00
51,500.00
$950.00
$500.00
$500.00
5500.00
$2,505.00
$0.00
$1,327.56
CITY OF KALISPELL
PROJECT: TETON TERRACE DEVELOPMENT
JOB #: K94-46-5
ITEM
DESCRIPTION
15.
Excavation
Type 2 w/ Type A Backfill
Type 1 w/ Type B Backfill
Type 2 w/ Type B Backfill
16.
Sanitary Sewer, in Place
8" PVC SDR 35
17.
Testing Complete & Accepted
Minimum of 3 % of Item 15
18.
Sanitary Sewer Manhole,
in Place
19.
Extra Depth of Manhole,
in Place
20.
Sanitary Sewer Service,
in Place
21.
Connection to
Existing Sewer
22.
Remove and Replace Existing
Mahole Rings and Covers
f�
TOTAL BID, SCHEDULE II
t
SCHEDULEIH
STREET PAVING IMPROVEMENTS
1.
Subbase Course Material,
in Place
2.
Crust Gravel Material,
in Place
3.
Bituminous Prime Coat,
in Place
4.
Bituminous Tack Coat,
in Place
5.
Asphalt Pavement (4" thick, 2 lifts),
in Place
6.
Concrete Curb & Gutter,
in Place
7.
Concrete Sidewalk,
in Place
8.
Concrete Valley Gutter,
in Place
9.
Asphalt Pavement Replacement,
in Place
-
TOTAL BID, SCHEDULE III
Date: December 4, 1996
Pay Estimate No. 5
Page 3 of 4
BID
QUANTITY
UNIT
VALUE OF WORK
QUANTITY
COMPLETED
PRICE
COMPLETED TO DATE
200 CY
183.5 CY
$9.00
$1,651.50
240 CY
226.3 CY
$8.75
$1,980.13
33 CY
27.1 CY
$11.00
$298.10
583 LF
580.6 LF
$18.00
$10,450.80
Lump Sum
100 %
$500.00
$500.00
6 EA
6 EA
$1,250.00
$7,500.00
2 VF
0 VF
$75.00
$0.00
700 VF
691.33 LF
$9.00
$6,221.97
2 EA
2 EA
$200.00
$400.00
3 EA
3 EA
$50.00
$150.00
$70,434.86
4370 SY
4370 SY
$3.00
$13,110.00
4190 SY
4190 SY
$3.15
$13,198.50
1540 GAL
0 GAL
$3.00
$0.00
390 GAL
390 GAL
$2.20
$858.00
3840 SY
3840 SY
$6.95
$26,688.00
1500 LF
1484 LF
$6.00
$8,904.00
7600 SF
8980.8 SF
$3.25
$29,187.60
120 SY
120 SY
$31.50
$3,780.00
10 SY
28.7 SY
$30.00
$861.00
$96,587.10
CITY OF KALISPELL
PROJECT: TETON TERRACE DEVELOPMENT
JOB #: K94-46-5
ITEM
DESCRIPTION
SCHEDULEIV
UTILITY IAIPROVEMENTS
1.
Utility Trench
2.
Electrical Conduit, in Place
2"
1 1/2"
3"
3.
Transformer Vaults,
in Place
4.
Light Pole Bases,
in Place
5.
Asphalt Pavement Replacement
6.
Electrical Service Trench
TOTAL BID, SCHEDULE IV
TOTAL PROJECT
Date: December 4, 1996
Pay Estimate No. 5
Page 4 of 4
BID QUANTITY UNIT VALUE OF WORK
QUANTITY COMPLETED PRICE COMPLETED TO DATE
99OLF
990 LF
$2.00
$1,980.00
1165 LF
1151 LF
$4.26
$4,903.26
260 LF
235 LF
$3.70
$869.50
968 LF
905 LF
$4.75
$4.298.75
5 EA
5 EA
$200.00
$1,000.00
5 EA
5 EA
$300.00
$1,500.00
17 SY
0 SY
$30.00
$0.00
535 LF
605 LF
$2.00
$1,210.00
$15,761.51
$198,252.35