HomeMy WebLinkAbout03-114.docAPRIL 22, 2003 03-114 RESOLUTION
(CARRIED 5-0 LOST LAID OVER WITHDRAWN )
PURPOSE:
CHANGE ORDER NO. 2, PUBLIC WORKS CONTRACT NO. 02-10
INITIATED BY: 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:
JAMES CAPE & SONS COMPANY
PO Box 044580
Racine, WI 53404
Net Increase to contract:
$41,410.12
PURPOSE: See attached Change Order.
BE IT FURTHER RESOLVED that money for this purpose is hereby appropriated
from:
Acct. No.
313-0410-7480-00000 - Sewer Separation Fund Expenditures
315-0410-7480-00000 - Street Improvement Fund Expenditures
541-1810-1799-00000 - Water Utility - Constr. in Progress
551-1910-1799-00000 - Sewer Utility - Constr. in Progress
TO:
James Cape & Sons Co.
P. O. Box 044580
Racine, WI 53404
CHANGE ORDER #
DATED: April 2.2003
2
Your present contract with the City of Oshkosh, Contract No.
and changed as follows:
NET INCREASE TO SECTION I - CONCRETE PAVING:
NET INCREASE TO SECTION Il - STORM SEWER:
NET INCREASE TO SECTION Iii - SANITARY SEWER:
NET INCREASE TO SECTION IV - WATER MAIN:
02-10 , is hereby amended
$20883.19
$12 534.27
$2,537.76
$5,654.9O
NET INCREASE TO CONTRACT:
$41,410.12
Recommended:
Director of PublicM/orks
BY:
CITY OF OSHKOSH
City Manager
City Clerk
Appr,¢ved and accepted:
~*' ~ontC~ctor /
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: 02~10 CHANGE ORDER #2
SECTION I - CONCRETE PAVING
ITEM I J CONTRACt-
NUMBER DESCRIF-'aN
QUANTITIES
Aparox. 2.860 square
removal, complete as
specified per square yard 2.860.00
Approx. 16,755 square feet
of sidewalk and driveway
removal, comelete as
specified, per souare foot
Approx. 5,765 cubic yards
)f excavation, complete as
specified, per cubic yard
Approx. 14.000 square
including integral curb am
grading (base in place),
complete as specified, per
Approx. 9,385 souare
ards of 7" non-reinforcea
concrete 3avement.
including integral curb, 5"
case material & grading,
complete as specified aer
Approx. 335 sauare yards
of 8" non-reinforced
concrete pavement H.E.S.,
including integral curb 6"
base material & grading,
complete as specified, per
Approx. 680 linear feet of
12" radius curb & heaa.
complete as specified, per
linear fool
Approx. 650 linear feet of
standard 30" curb & gutter
complete as specified. Der
linear foot
Approx. 5,600 square feel
of 4" concrete sidewalk,
complete as specified, Der
uare foot
16,755.00
5,765.06
14,000.00
9,385.00
335.00
680.06
650.0(
5.600.00
INSTALLED I NET
QUANTITIES tNCREASE
3,921.40
18,850.60
5,323.90
14,179.70
9,536.70
77.20
632.90
518.90
10,532.60
1.061.40
2,095.60
179.70
151.70
4,932.60
NET
DECREASE
-441.10
-257.80
-47.10
-131.10
COSTPER
$6,00
$9.99
$2.70
$6.31 $6.697.44
$0.66 $1,383.10
$7.40 $3,264.14
$19.0( $3,414.30
$23.00 $3,489.10
$30.00
f$1.309.6~
$13.318.02
Page 1
CONTRACT: 02-10 CHANGE ORDER # 2
DESCRIPTION
Approx. 27
of 6" concrete sidewalk &
driveway, complete as
specified, per square foot
Approx. 94 square
3" thick asphaltic concrete
driveway, complete as
specified, per square yard
Approx. 705 square yards
~f 3" asphaltic concrete
transition, complete as
895 square yards
of 5" asphaltic concrete
transition, comolete as
Furnish and install approx.
1,865 tons of 2rushed
stone base course.
complete as specified, Per
Approx. 1,585 linear~-e~ of
sawing, complete as
Furnish and install
265 pavement ties.
complete as specified
each
Furnish and install a
660 linear feet of No. 4
reinforcing bars complete
as specified, per linear fool
Adjust approx. 145
manholes and inlets.
complete as specified.
each
Furnish and install approx.
Fourteen (14) trees,
complete as specified.
each
Remove aeurox. 135 i.D.
of trees and stumps,
complete as specified, per
inch diameter
Terrace work on Church
Avenue. complete as
~ sum
CONTRACT INSTALLED NET NET COST PER INCREASE DECREASE IN
QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
27,600.00
94.00 72.90
7O5.0O 678.3O
895.0( 875.30
1,000.80
$2.8
-21.10 $27.0~
-26.70 $22.5C
-19.70 $23.1
1,865.00 47.00 -1,818.00 $6.78
1,585.00 1,339.90 -245.10 $3.00
265.00 288.00 23.00
660.0 540.00
$5.11 $117.3£
-120.00 $0.60
-2.OO $355.OO
20.00
143.00
14.0
135.00 155.00
1.00 1.00
1.00 1.00
-5.OO $225.OO
$20.00
$1,724.25
$1,724.25
$400.00
~12,326.04
($1,125.00
Page 2
CONTRACT: 02-10 CHANGE ORDER # 2
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION CONTRACT CONTRAC~T
QUANTITIES QUANTITIES INCREASE DECREASE UNIT
PRICE PRICE
23. Terrace work on Franklin
Street, complete as
specified, lump sum 1.00 1.00 $1,724.25
24. Terrace work on Golden
Iris Drive, complete as
specified, lump sum 1.00 1.00 $1,724.25
25, iTerrace work on Hickory
Court, complete as
specified, lump sum 1.00 1.00 $1,724.25
26. Terrace work on Jacktar
Road, complete as
specified, lump sum 1.00 -1.00 $1,724.25 ($1,724.25
27. Terrace work on Jefferson
Street, complete as
specified, lump sum 1.00 1.00 $1,724.25
28. Terrace work on Michigan
Street, complete as
specified, lump sum 1.00 1.00 $1 ,'~24.25
29. Terrace work on Purple
Crest Court & Drive,
complete as specified
lump sum 1.00 1.00
$1,724.25
30. Terrace work on Sawyer
Creek Drive, complete as
specified, lump sum 1.00 1.00 $1,724.25
31. Terrace work on
Wellington Drive, complete
as specified, lump sum
1.00 1.00 $1,724.25
32. Terrace work on Zache¢
Drive, complete as
specified, lump sum 1.00 1.00 $1,724.25
SECTION I - (BID ITEMS 1 - 32) - SUB-TOTALS
$31,671.54 ($30,909.60)
ADDITONAL WORK REQUIRED: C.O. #2 - SECTION I - CONCRETE PAVING
ITEM
NUMBER
DESCRIPTION
CONTRACT
QUANTITIES
INSTALLED
QUANTITIES
NET
INCREASE
NET
DECREASE
COSTPER
UNIT
INCREASEIN
CONTRACT
PRICE
DECREASE IN
CONTRACT
PRICE
1. Additional landscaping on
Koeller Street, lump sum 1.00 1.00 $1,800.00 $1,800.00
2. Additional cost for 8"
special High Early Strength
Concrete (9 bag) @ 9th &
Michigan and Harrison &
Custer intersections in lieu
of High Early (7 bag), per
sq. yd.
77.20 77.20 $13.43 $1,036.80
Page 3
CONTRACT: 02~10 CHANGE ORDER # 2
ITEM CONTRACT INSTALLED NET INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES NET COST PER
QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
3. Remove concrete pavement and install cul de sac at
east end of Abbey Avenue
3-A. Pavement removal, per sq.
d. 404.10 404.10 $6.31 $2,549.87
3-B. Sidewalk and driveway
removal, per sq. ff. 1,331.7C 1,331.70 $0.66 $878.92
3-C. Excavation, per cubic yard
76.50 76.50 $7.40 $566.10
3-D. 7" concrete pavement
w/integral curb 5" base &
grading, per sq. yd. 264.6( 264.60 $30.00 $7,938.00
3-E. 6" concrete sidewalk &
driveway, per sq, f. 101.60 101.60 $2.85 $289.56
3-F. Sawing full depth concrete,
~er linear ft. 62.'10 02.10 $3.00 $186.30
3-G, Pavement ties, each 11.00 11.00 $5.10 $56.10
3-H. Adjust mhs/inlets, each 4.00 4.00 $355.00 $1,420.00
3-1. Terrace work, lump sum 1.00 1.00 $1,960.00 $1,960.00
4. Removing rails & ties @
Irving & Franklin
intersection, lump sum 1.00 1.00 l $1,239.60 $1,239.60
ADDITIONAL WORK: c.c. #2 - {iTEMS t - 4) - SUB-TOTAL
NET INCREASE TO SECTION I -
SECTION II - STORM SEWER
$'19,921.25
$20,683.19
ITEM CONTRACT INSTALLED NET i~IET
NUMBER DESCRIPTION COST PER INCREASE IN DECREASE IN
QUANTITIES QUANTITIES INCREASE DECREASE I UNIT CONTRACT CONTRACT
PRICE PRICE
33. Furnish and install approx.
15 linear feet of 10" Storm
Sewer, complete as
specified, per linear foot
15,00 12.00 -3.00 $60.03 ($180.09
34. Furnish and install approx.
960 linear feet of 12" Storm
Sewer, complete as
specified, per linear foot
960.00 1,113.60 153,60 $36.54 $5,612.54
35. Furnish and install approx. -
15 linear feet of 15" Storm
Sewer, complete as
specified, per linear foot
15.00 12.00 -3.00 $76.56 ($229.68),
36. Furnish and install approx.
4-20 linear feet of 18" Storm
Sewer, complete as
specified, per linear foot
420.00 408.50 ~11.50 $48.72 ($560.28)1
Page 4
CONTRACT: 02~10 CHANGE ORDER # 2
ITEM CONTRACT INSTALLED INCREASE IN DECREASE IN
NUMBER DESCRIPTION NET NET COST PER
QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
37. Furnish and install approx.
10 linear feet of 30" RCP
Storm Sewer, complete as
specified, per linear foot
38. Furnish and install approx. 10.00 5.00 -5.00 $282.75 ($1,413.75)
one (1) std. Inlet (Type
with 18" sump) with
~asting, complete as
specified, each 1.00 1.00 $739.50
39. Furnish and install approx.
38 std. Inlets (Type 3 with
8 sump) with castings,
complete as specified,
each 38.01 38.00 $682.95
40. Furnish and install approx.
10.00 vertical feet of std.
Storm Inlet Manhole 5 f.
I.D. in two (2) locations
with castings, complete as
specified, per vertical foot
10.00 8.71 -1.29 $234.90 ($303.02
41. Furnish and install approx.
10.10 vertical feet of std.
Storm Manhole (4' Inside
Diameter) in three (3)
locations with casting,
complete as specified, per
certical foot 10.t0 12.90 2.80 $308.85 $864.78
42. ;urnish and install approx.
33.80 vertical feet of Storm
Manhole (5' Inside
Diameter) in six (6)
locations w/castings,
complete as specified, per .
vertical foot 33.80 29.23 -4.57 $234.90 ($1,073.49)
43. Rebuild approx. 3.30
vertical feet of Storm
Manhole (4' Inside
Diameter) in one (1)
location with base,
complete as specified, per
vertical foot 3.30 3.85 0.55 $261.00 $143.55
44. Reconstruct approx, one
(1) Storm Manhole,
complete as specified,
each 1.00 1.00 $1,044.00
45. Reconstruct approx. 390
inear feet of Reinforced
3oncrete Box Culvert, re-
use existing base,
complete as specified, per
linear foot 390.00 374.70 -15.30 $197.06 ($3,014.10
Page 5
CONTRACT: 02-10 CHANGE ORDER Cf 2
ITEM CONTRACT INSTALLED NET INCREASE IN DEOREASE IN
NUMBEF DESCRIPTION NET COST PER
QUANTITIES QUANTITIE~ INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
46. Furnish and install approx.
53, 6" Storm Laterals,
complete as specified,
each 53.00 53.00 $624.66
47. Furnish and install approx.
ten (10) Neenah R-1710
Storm Manhole Frames
with Type "B" solid lid witJ
open pick holes, non-
rocking, complete as
specified 10.00 11.00 1.00 $326.25 $326.25
48. Furnish and install approx.
three (3) Neenah R-1700-,~
Storm Manhole Frame witf
Type "B" solid lid with open
pick holes, non-rocking,
complete as specified,
each 3.00 1.00 -2.00 $326.25 ($652.50
49. Furnish and install approx.
, three (3) Neenah R-1689
Storm Manhole Frames
¢vith Type "B" solid lid, non-
rocking, complete as
specified, each
3.06 2.00 -1.00 $326.25 ($326.25)
50. Abandon approx. 25 Inlets .
or Manholes, comPlete as
specified, each 25.00 25.00 $130.50
SECTION II - (BID ITEMS 33 - 50) - SUB-TOTALS $6,947.12 ($7,753.16)
ADDITONAL WORK REQUIRED: C.C. #2 - SECTION II - STORM SEWER
CONTRACT INSTALLED NET NET
ITEM DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE
COSTPER
UNIT
I INCREASEI .__I_DECRE, SEiN
CONTRACT CONTRACT
PRICE PRICE
1. Relocate ex. inlet 1 f. and .... -- ---
extend storm sewer outfall
3 ft. w/rip rap, lure sum 1.00 1.00 $896.15 $896.15
2. Seal three (3) existing
cracks in box culvert on
Michigan Ave., lump sum 1.0C 1.00 $1,525.02 $1,525.02
3 Sawing & removing
concrete for extra
thickness of box culvert on
Michigan Ave., lump sum 1.00 1.00 $7,709.14 $7,709.14
4 Furnish & install materials
& labor to extend & hook
Jp three (3) storm laterals
on Church Ave., each 3.00 3.00 $150.00 $450.00
Page 6
CONTRACT: 02-10 CHANGE ORDER cf 2
ITEM CONTRACT INSTALLED NET INCREASE IN DECREASE IN
NUMBER DESCRIPTION NET COST PER
QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
5 Furnish & install 4"
concrete adjusting rings in
liew of 2" concrete
adjusting rings, each 24.00 24.00 $115.00 $2,760.00
ADDITIONAL WORK: c.o. #2 - flTEMS 1 - 5) - SUB-TOTAL $13,340.31
NET INCREASE TO SECTION II - $12,534.27
SECTION III - SANITARY SEWER
ITEM DESCRIPTION CONTRACT INSTALLED NET NET COST PER INCREASE /N DECREASE IN
QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRAC- CONTRACT
PRICE E
51--'---~-, - Furnish and install approx. '
975 linear feet of 8"
Sanitary Sewer (New and
Re ay), complete as
specified, per linear foot 975.00 954.80 -20.20 $53.50 ($1,080.70
52. Furnish and install approx.
4.0 vertical feet of 8"
Sanitary Sewer Drop,
complete as specified, per
vertical foot 4.00 3.89 -0.11 $180.00 ($19.8C
53. Furnish and install approx,
650 linear feet of 10"
Sanitary Sewer Relay,
complete as specified, per
inear foot 650.00 656.50 6.50 $66.60 $432.90
54. Furnish and install approx,
125 linear feet of 12"
Sanitary Sewer Reray,
complete as specified, per
linear foot 125.01 129.40 4.40 $70.20 $308.88
55, Furnish and install approx.
72 vertical feet of std.
Sanitary Manhole (4' Inside
Diameter) in seven (7)
ocafions, complete as
specified, per vertical foot 72.00 71,78 -0.22 $117.00
56. Reconnect approx, five (5) ($25.74
Sanitary Laterals with
risers, complete as
specified, each 5.00 0.00 -5.00 $270.00 ($1,350.00)
57. Furnish and install approx.
75 linear feet of 4" Sanitary
Lateral (New and Relay),
complete as specified, per
inear foot 75.00 100.50 25.50 $35.10 $895.05
Page 7
CONTRACT: 02-10 CHANGE ORDER#2
NUMBERITEM , DESCRIPTION CONTRACT INSTALLED NET NET CO~* PER INCREASE IN DECREASE IN
QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PR/CE PRICE
58. -urnish and install approx.
910 linear feet of 6"
Sanitary Lateral Relay,
complete as specified, per
linear foot 910.00 749.30 -160.70 $36.00 ($5,785.20)
59. Abandon approx, two (2)
Sanitary Manholes,
complete as specified,
each 2.00 1.00 -1.00 $225.00 ($225.00
60. Furnish and install approx.
lhree (3) Neenah R-f700A
Sanitary Manhole Frame
/v/Type "B" Self-Sealing
Jd, non-rocking, complete
as specified, each
3.00 0.00 -3.00 $360.00 ($1,080.00)
61. Furnish and install approx.
one (1) Neenah R-1710
Sanitary Manhole Frame
w/Type "B" Self-Sealing
Lid, non-rocking, complete
as specified, each
1.00 2.00 1.00 $360.00 $360.00
SECTION fil - (BID ITEMS 51 - 61) - SUB-TOTALS $f,996.83 ($9,566.44
ADDITONAL WORK REQUIRED: C.C. #1 - SECTION III - SANITARY SEWER
NUMBER QUANTITIES QUANTITIES NCREASE
DESCRIPTION
1. Install 1,,6" casing pipe for
future 8 sanitary sewer
crossing proposed STH
/ Iff0 and frontage road at
/ /Fountain Avenue extended
/ I-A. /1555/2 C.Y. gravel backfill
J I-B. /700/2 C.Y cay backfill
J 1-C. fl00 ff. pipe (frontage road)
J 1-D. f180ff, pipe (STH 110)
~ 1-E. IErosion control, lump sum
NET
DECREASE
777.50
350.00
1,070.00
385.00
100.00 100.00
180.00 180.00
2,000.00 2.615.82
292.50
35.00
615.82
COSTPER I INCREASE IN I DECREASE IN
UNIT CONTRACT CONTRACT
PRICE PRICE
$12.60
$1.98
$161.04
$221.04
1.00
ADDITIONAL WORK: c.c. #1 - (ITEMS lA - 1E) - SUB-TOTAL
$3,685.50
$69.30
$615.82
$4,370.62
Page 8
CONTRACT: 02-10 CHANGE ORDER # 2
ITEM CONTRACT INSTALLED NET
NUMBER DESCRIPTION NET
QUANTITIES QUANTITIES INCRBASE DECREASE
ADDITONAL WORK REQUIRED: C.O. #2 - SECTION III - SANITARY SEWER
NUMBER DESCRIPTION
1. Extra excavation for
sanitary trench on Franklin
I · ~St., per cubic yard
/ 2. ~Extra stone for sanitary
~ /trench on Franklin St., per
/ /TM
I CONTRACT 'NSTA EO NET r DE %SE
QUANTITIES QUANTITIES INCREASE
273.70 273.70
547.40 547.40
COSTPEP
UNIT
COSTPER IINCREASEINI
UNIT CONTRACT
PRICE
$7.40 / $2,025.38
$6.78 $3,711.37
ADDITIONAL WORK: c.o. #2. (ITEMS I - 2). SUB-TOTAL
DECREASEW
CONTRACT
PRICE
$5,736.75
$2,537.76
NET INCREASE TO SECTION III -
SECTION IV- WATER MAIN
NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT
Furnish and install approx.
5 linear feet of 4" Ductire
ron Water Main w/poiy
wrap, complete as
specified (fittings not
Furnish and install approx.
390 linear feet of 6" Ductile
Iron Water Main w/poly
wrap, complete as
specified (fittings not
linear foot
Furnish and insta approx.
8'~
~v/po~y wrap, complete as
specified (fittings nol
included), per linear foot
Reconnect approx, three
(3), 1" Water Services.
complete as specified,
each
5.00
390.00
1,650.00
3.00
5.00
327.00
1.641.00
0.00
-63.00
-9.00
-3,00
$52.20
$44.37
$58.64
$282.75
INCREASE IN DECREASE IN
CONTRACT CONTRACT
PRICE PRICE
'$2,795.31
($527.76
($84&25',
Page 9
CONTRACT: 02-10 CHANGE ORDER # 2
ITEM CONTRA'CT INSTALLED NET
NUMBER DESORIPTION NET COST PER INCREASE IN DECREASE IN
QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
66. Furnish and install approx.
910 linear feet of 1" Water
Service (Relay and New),
2omplete as specified, not
including corporation and
stop box, per linear foot
910.00 845.00 -65.00 $26.10 ($1,696.50
67. Furnish and install approx.
46, 1" corporation and stop
box with rod, complete as
specified, each
46.01 43.00 -3.00 $152.25 ($456.75
68. Furnish and install approx.
seven (7), 8" x 6" Tees,
complete as specified,
each 7.00 7.00 $134.85
69. Furnish and install approx.
one (1) 8"x 8" Tee,
complete as specified,
each 1.00 1.00 $143.55
70. Furnish and install approx.
one (1) 12" x 8" Tee,
complete as specified,
each 1.00 1.00 $247.95
71. Furnish and install approx.
one (1) 8" x 4" Reducer,
complete as specified,
each 1.00 1.00 $130.50
72. Furnish and install approx.
six (6) 8" x 6" Reducers,
complete as specified,
each 6.00 6.00 $130.50
73. Furnish and install approx.
one (1) 12" x 8" Reducer,
complete as specified,
each 1.00 1.00 $195.75
74. Furnish and install approx.
one (1) 12" - 90 degree
Bend, complete as
specified, each 1.00 1.00 $252.30
75. Furnish and install approx
~wo (2) 4" - 45 degree
Bends, complete as
specified, each 2.00 2.00 $108.75
76. Furnish and install approx.
I4, 6". 45 degree Bends, -
complete as specified,
each 14.06 16.00 2.00 $108.75 $217.50
77. Furnish and install approx.
four (4), 8" - 45 degree
Bends, complete as
specified, each 4.00 4.00 $174.00 /
Page 10
CONTRACT: 02-10 CHANGE ORDER # 2
ITEM CONTRACT INSTALLED NET NET INCREASE IA DECREASE IA
NUMBER DESCRIPTION COST PER
QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
78. Furnish and install approx.
one (), 8 - 22 1/2 degree
Bend, complete as
specified, each
1.00 1.00 $174.00
79. Furnish and install approx.
seven (7), 6" Valves,
complete as specified,
each 7.00 7.00 $456.75
80. Furnish and install approx.
eight (8), 8" Valves,
complete as specified,
each 8.00 8.00 $565.50
81. Furnish and install approx.
three (3), 6" x 6" Tapping
Valve and Sleeves,
complete as specified, :
each 3.00 3.00 $2,262.00
82. Furnish and install approx.
one (1), 12" x 8" Tapping ~
Valve and Sleeves,
complete as specified,
each 1.00 1.00 $2,697.00
83. Furnish and install approx.
seven (7) Hydrants,
complete as specified,
each 7.00 7.00 $1,218.00
84. Abandon 6" Water Main on
Church Avenue, complete
as specified, lump sum
1.00 1.00 $739.50 ,
85. Abandon 6" Water Main on
E. Custer Avenue,
complete as specified,
lump sum 1.00 1.00 $1,609.50
86. Abandon 4" Water Main on
Franklin Street, complete
as specified, lump sum
1.00 1.00 $739.50
87. Abandon 6" Water Main on
Jefferson Street, complete
as specified, lump sum
1.00 1.00 $1,609.50
88. Lower existing 6" Water
Main on N. Main Street and
on E. Custer Avenue
intersection, lump sum 1.00 1.00 $3,'/75.50
SECTION IV - (BID ITEMS 62 - 88) - SUB-TOTALS
$217.50 ($6,324.57)
Page
CONTRACT: 92-10 CHANGE ORDER # 2
ITEM DESCRIPTION CONTRACT I INSTALLED [ NET
NUMBER QUANTITIES QUANTITIES INCREASE
ABDITONAL WORK REQUIRED: C.C. #1 - SECTION IV - WATER MAIN
ITEM DESCRIPTION CONTRACT INSTALLED NET
NUMBER QUANTITIES QUANTITIES INCREASE
Install 20 sasing pipe for
future 12" water main
/ i crossing proposed STH
~ 1110 and frontage road at
~ I Fountain Avenue extendea
[ 1-A. 11555/2 C.Y. gravel backfill
~ 1-B. 1700/2 C.Y. clay backfill
J 1-C. 1100 ft. pipe (fronfage rd,)
/ 1-D. 1180ft. pipe (STH110)
/ 1-E. IErosion control, lume sum
777.50
350.00
100.00
180.00
2.000.OOJ
1,070.00
385.00
100.00
180.00
2.615.82
292.50
35.00
615,82
YET I COSTPER
DECREASE UNIT
NET
DECREASE
COSTPER
UNIT
$12,60
$1.98
$169.68
$229.98
1.00
INCREASE IN DECREASE ~N
CONTRACT CONTRACT
PRICE PRICE
CONTRACT CONTRACT
PR/CE PRICE
$3,685.50
$69.30
$615.82
ADDITIONAL WORK: C.C. #t - (ITEMS lA - tE). SUB-TOTAL $4,370.62
ADDITONAL WORK REQUIRED: C,O. #2 - SECTION IV - WATER IVIAIN
ITEM DESCRIPTION CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
Repair broken water boxes
on Franklin & Church per
1. Water Department 2.00 2.00 $667.00 $1,334.00
Bore water main crossing
at Michigan St. and Ninth
2. Ave., (40') 1.00 1.00 $4,988.80 $4,988.80
Furnish & install 8" x 8" @
3. Custer Ave. & Jefferson St. 1.00 1.00 $250.70 $250.70
Replace 12" water main on
Franklin St., 11 lineal ft.,
4. ,er foot 11.00 11.00 $74.35 $817.85
ADDITIONAL WORK: C,O. #2. [ITEMS 1-4) - SUB-TOTAL
NET INCREASE TO SECTION IV -
$7,391.35
$5,654.90
NET INCREASE TO SECTIONS I. II, III, IV
NET DECREASE TO SECTIONS I, II, III, IV
$95,963.89
($54,553.77)
NET INCREASE TO CONTRACT:
$41,410.12
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