HomeMy WebLinkAbout03-458.docNOVEMBER 11, 2003 03-458 RESOLUTION
(CARRIED 7-0 LOST LAID OVER WITHDRAWN )
PURPOSE:
INITIATED BY:
CHANGE ORDER NO. 1, PUBLIC WORKS CONTRACT NO. 02-13
DEPARTMENT OF PUBLIC WORKS
BE IT RESOLVED by the Common Council of the City of Oshkosh that the following
Change Order, a copy of which is attached, is hereby approved:
NORTHEAST ASPHALT, INC.
W6380 Design Drive
Greenville, WI 54942
Net Decrease to contract:
($28,306.45)
PURPOSE: See attached Change Order.
TO:
Northeast Asphalt, Inc.
W6380 Design Drive
Greenville, WI 54942
CHANGE ORDER # I
DATED: October 6, 2003
Your present contract with the City of Oshkosh, Contract No.
and changed as follows:
02-13 , is hereby amended
NET DECREASE TO SECTION I - CONCRETE PAVING:
NET INCREASE TO SECTION Il - STORM SEWER:
NET INCREASE TO SECTION iii - SANITARY SEWER:
NET DECREASE TO CONTRACT:
($28,306.45)
$0,00
$o.o0
($28,306.45)
Recommended:
Director of PubliC' Works
BY:
CITY OFOSHKOSH
City Manager
City Clerk
AP~ ,~¢.~accepted:
Contractor
I certify that provision has been made to pay the liability that will accrue to the City of
Oshkosh, Wisconsin, under the within Change Order.
Approved as to form:
Comptroller
City Attorney
CONTRACT: 02-13 CHANGE ORDER# I
SECTION I -ASPHALT PAVING
NUMBER CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
rTEM DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
1. Approx. 700 cubic yards of
excavation, complete as
specified, per cubic yard 700.00 45.80 -654.20 $6.00 ($3,925.20~,
2. Approx. 3,350 square yard.,
~f asphaltic pavement
milling, complete as
specified, per sq. yd.
3,350.00 3,160.20 -189.80 $2.00 ($379.60
3. Approx. 14,280 square
~,ards of asphaltic
pavement pulverizing,
.~omplete as specified, per
sq. yd. 14,280.00 14,280.00 $0.50
4. ~,pprox. 3,250 tons of
~sphaltic concrete binder
'naterial, complete as
specified, perton 3,250.00 2,618.60 -631.40 $26.00 ($16,416.40
5. ~,pprox. 2,420 tons of
lasphaltic concrete surface
imaterial, complete as
specified, perton 2,420.00 2,281.60 -138.40 $28.00 ($3,875.20)
6. Approx. 2,390 tons of
crushed stone base,
compIete as specified, per
ton 2,390.00 1,894.70 -495.30 $8.50 ($4,210.05
7. Adjust approx. 8 manholes
complete as specified,
each 8.00 8.00 $150.00
8. Preparation of foundation
for asphalt paving on S.
Washburn Street, complete
as specified, tump sum
1.00 1.00 $8,700.00
9. Preparation of foundation
for asphalt paving on
Chestnut Street, complete
as specified, lump sum 1.00 1.00 $2,500.00
SECTION I - (BiD iTEMS t - 9) - SUB-TOTALS
$0.00 ($28,806.45)
ADDITONAL WORK REQUIRED: C.C. # 1 - SECTION I - ASPHALT PAVING
INCREASE IN DECREASE IN
ITEM CONTRACT INSTALLED NET NET COST PER
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE RRICE
1 Furnis'h and instalt 4"
wrapped drain tile on S.
Washburn Street at w.
Waukau Avenue, per linear
foot 25.00 25.00 $20.00 $500.00
ADDITIONAL WORK: c.o. # 1. (ITEM t) - SUB-TOTAL
NET DECREASE TO SECTION t -
$500.00 $0.00
($28,306.45)
Page1
CONTRACT: 02-13 CHANGE ORDER # 1
SECTION II - STORM SEWER
N IoTME~MER DESCRIPTION QUANTITIEsCONTRACT
INSTALLED
QUANTITIES
NET
INCREASE
NET
DECREASE
COSTPER
UNIT
INCREASE IN
CONTRACT
PRICE
DECREASEIN
CONTRACT
PRICE
10.
Furnish and install approx.
three (3) Neenah R-1710
Storm Manhole Frames
,vith Type "B" solid lid with
~pen pick holes, non-
'ocking, complete as
}ecified, each
3.00 3.00
$300.00
SECTION II - (BID ITEM 1) - SUB-TOTALS
$0.00 $0.00
NET INCREASE TO SECTION II -
$0.00
SECTION III - SANITARY SEWER
ITEM
NUMBER
CONTRACT
QUAN~TIES
INSTALLED
QUANTITIES
NET
INCREASE
NET
DECREASE
COSTPER
INCREASEIN DECREASE IN
CONTRACT CONTRACT
PRICE PRICE
11. Furnish and install approx.
two (2) Neenah R-1710
Sanitary Manhole Frames
Type "B" solid lid w/self-
sealing gasket and
concealed pick holes, non-
rocking, complete as
specified, each
2.00
2.00
$300.00
SECTION III - (BID ITEM 1) · SUB-TOTALS
$0.00 $0.00
NET INCREASE TO SECTION Ill -
$0.00
NET INCREASE TO SECTIONS I, II, III
NET DECREASE TO SECTIONS l, Il, III
$500.00
($28,806.45
NET DECREASE TO CONTRACT:
($28,306.45
Page 2