HomeMy WebLinkAboutAgenda Report - January 19, 1983 (29)CLUFF AVENUE
STORM DRAIN
INDUSTRIAL WAY
TO VICTOR ROAD
City Manager Glaves presented the following bids which
had bcen received for the Contract for"Cluff Avenue Storm
Drain - Industrial Way to Victor Road":
BIDDER
Claude C. Wood
R.N. Bertelsen
Wm. G. McCullough
Teichert Constr.
Oak Grove Constr.
Granite ConF tr.
Swengel-Robbins
H. M. Byars
W. R. Thomason
U. S. S.
Engineers Est.
SCHEDULE I II
with at.
Storm 8 St. Work
$ 937,774.00
941,754.00
953,895.56
982,227.75
1,022,971.00
1,057,306.25
1,082,101.22
1,166,912.00
1,203,558.26
1,210,418.50
837,793.00
SCHEDULE III
Sanitary S r
$ 17,560.00
22,370.00
17,990.40
18,253.00
27,390.00
20,960.00
25,410.00
28,450.00
29,300.00
22,880.00
23,830.00
Public Works Director Ronsko reported that EDA approval
is being sought and "we" anticipate no problems. "We"
wish to award the contract as soon as possible to meet
constru-'ion deadlines and request approval subject to
EDA concurrence.
It is also recommended that Schedule III, Cluff Avenue
Sanitary Sewer, Lodi Avenue to Pine Street, be awarded to
C. C. Wood, Co., the low bidder. This portion of the
project is not grant -eligible and was budgeted in the 1983
Capital Improvement Program. A reimbursement agreement
will be prepared in order to repay the City as adjacen!:
owners develop their property.
The project was bid with additional schedules of work
covering off-site improvements for the adjacent propert%,
owners. "We" are in the process of working with the Dwoiers
to see it they wish to install their improvements under our
contract; thus approval to execute agreements andaward
additional work is --quested at this time to expedite
contract administration.
Finally, additional funds are needed to complete the project.
The total project cost is estimated as follows:
$ 53,000 Engineering, Right-of-way, and
administration to date
938,000 Construction contract
15,000 Construction engineering
21,000 Contingencies
$1,021,000 Total
-5-
,h T Continued January 19, 1983
The recommended funding is:
b 560,000 EDA Grant
240,000 Master Drain Fund (budgeted for
this project)
70,000 Master Drain Fund (budgeted for
C -Basin development; this project
would be deferred)
60,000 Master Drain Fund (excess budgeted
for Cluff S. D. North of Victor Rd.
35,000 Master Dram Fund (1982/83 revenue,
already received)
62,000 Transportation Development Act Fund
(from Miscellaneous Widening account,
to pay for that portion of the street
work which is not usually paid by the
$1,027,000 Master Drain Fund. The Master Drain
Fund is charged for replacement of
the existing street; under this
project we are reinstalling a slightly
wider and substantially heavier street.
AWARD - CLNTRACT Following discussion, on motion of Council Member Pinkerton,
FOR CLUFF AVENUE Olson second, Council adopted Resolution No. 83-5 awarding
STORM DRAIN - the bid for Cluff Avenue Storm Drain - Industrial Way to
INDUSTRIAL WAY Victor Road, Schedules I and II, Alternate B, to Claude C
TO VICTOR ROAD Wood Co., the low bidder, in the amount of $937,774 and t e
Cluff Avenue Sanitary Sewer, Lodi Avenue to Pine Street,
RES. NO. 83-5 Schedule III, in the amount of $17,560, all subject to EDA
concurrence;
1. Council further authorized the City Manager and the
City Clerk to execute agreements between the City and
adjacent property owners for the construction of off-site
improvements;
2. Authorized the award of additional schedules of work to
C. C. Wood Co., as said agreements are executed; and
3. Appropriated $62,000 of Transportation Development Act
Funds from the Miscellaneous Widening account for street
work included in this project and reallocate $165,000
Oil Master Drain funds to complete the project.
c1F�.
CITY OF LODI
PUBLIC WORKS DEPARTMENT
COUNCIL COMMUNICATION
TO: City Council
FROM: City Manager
DATE: January 13, 1983
SUBJECT: Contract for Cluff Avenue Storm Drain - Industrial Way to Victor Road
RECOMMENDED ACTION: That the City Council (1) award the bid for Cluff Avenue
Storm Drain - Industrial Way to Victor Road, Schedules 1 and 11, Alternate B, to
Claude C. Wood Co., the low bidder, in the amount of $937,774 and the Cluff
Avenue Sanitary Sewer, Lodi Avenue to Pine Street, Schedule lli, in the amount of
$17,560, all subject to EDA concurrence; (2) authorize the City Manager and the
City Clerk to execute agreements between the City and adjacent property owners
for the construction of off-site improvements; (3) authorize the award of addition-
al schedules of work to C. C. Wood Co. as said agreements are executed; and
(4) appropriate $62,000 of Transportation Development Act Funds from the Miscella-
neous Widening account for street work included in this project and reallocate
$165,000 of Master Drain funds to complete the project.
BACKGROUND INFORMATION: Plans and specifications for this project were approved
by the City Council on November 17, 1982. Bids were opened on Thursday,
January 6; 1983, and the following 10 bids were received:
BIDDER Sched. 1, Sched.11 Schedule 111
with Alternate B (Sanitary Sewer)
(Storm E Street Work)
Claude C. Wood
$ 937.714.00
$ 17,560.00
ft. N. Bertelsen
941,754.00
22,370.00
Wm. G. McCullough
953,895.56
17,990.40
Teichert Construction
982,227.75
18,253.00
Cak Grove Construction
1,022,971.00
27,390.00
Granite Construction
1,057,306.25
20,960.00
Swengel-Robbins, Inc.
1,082,101.22
25,410.00
H. M. Byars
1,166,912.00
28,450.00
W. R. Thomason
1,203,558.26
29,300.00
D.S.S.
1,210,418.50
22,880.00
Engineers Estimate
837,743.00
23,830.00
A tabulation of the bids has also been attached.
The Engineer's Estimate has been reviewed with the low bidder. Based on those
discussions and a review of the other bids, it is felt the bids are reasonable.
APPROVED: FILE NO.
HENRY A. CLAVES, City Manager
W
Council Communication
January 13, 1983
Page 2
W
EDA approval is being sought and we anticipate no problems. We wish to award the
contract as soon as possible to meet construction deadlines and request approval
subject to EDA concurrence.
It is also recommended that Schedule 111, duff Avenue Sanitary Sewer, Lodi Avenue
to Pine Street, be awarded to C. C. Wood Co., the low bidder. `iis portion of
the project is not grant -eligible and was budgeted in the 1983 Capital Improvement
Program. A reimbursement agreement will be prepared in order to repay the City as
adjacent owners develop their property.
The project was bid with additional schedules of work covering off-site improve-
ments for the adjacent property owners. We are in the process of working with
the owners to see if they wish to install their improvements under our contract;
thus approval to execute agreements and award additional work is requested at this
mime to expedite contract administration.
Finally, additional funds are needed to complei�,. the project. The total project
cost is estimated as follows:
$ 53,000 Engineering, Right -of -Way, and administration to date
938,000 Construction contract
15,000 Construction engineering
21,000 Contingencies
$1,027,000 Total
The recommended funding is:
$ 560,000 EDA Grant
240,000 Master Drain Fund (budgeted for this project)
70,000 Master Drain Fund (budgeted for C -Basin development;
this project would be deferred)
60,000 Master Drain Fund (excess budgeted for Cluff S.D.
north of Victor Road)
35,000 Master Drain Fund (1982/83 revenue, already received)
62,000 Transportation Development Act Fund
(from Miscellaneous Widening account, to pay for that
$1,027,000 portion of the street work which is not usually paid
by the Master Drain Fund. The Master Drain Fund is
charged for replacement of the existing street; under
this project we are reinstalling a slightly wider and
substantially heavier street)
a
c L. Ronsko
ubl c Works Director
- Attachment
JLR/RCP/ns
cc: Finance Director
0 0
RESOLUTION NO. 83-5
AWARD - CONTRACT FOR CLUFF AVENUE STORM DRAIN
INDUSTRIAL WAY TO VICTOR ROAD
WHEREAS, in answer to notice duly published in
accordance with law and the order of this City Council,
sealed bids were received and publicly opened by the City
Clerk of this City on January 6, 1983 at 11:00 a.m. for the
contract for Cluff Avenue Storm Drain - Industrial Way to
Victor Road as described in the specifications therefor
approved by the City Council November 17, 1982; and
WHEREAS, said bids have been compared, checked, and
tabulated and a report thereof filed with the City Manager
as shown on Exhibit attached hereto, marked Exhibit "A", and
thereby made a part hereof.
WHEREAS, the City Manager recommends that the award
for the contract for Cluff Avenue Storm Drain - Industrial
Way to Victor Road, Shcedules I and II, Alternate B in the
amount of $937,774 and the Cluff Avenue Sanitary Sewer, Lodi
Avenue to Pine Street, Schedule III, in the amount of
$17,560, be made to Claude C. Wood Company, subject to EDA
concurrence.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL
OF THE CITY OF LODI that award of contract for Cluff Avenue
Storm Drain -- Industrial Way to Victor Road be and the same
is hereby made to Claude C. Wood Company - Schedules I and
II, Alternate B in the amount of $937,774, and Cluff Avenue
Sanitary Sewer, Lodi Avenue to Pine Street, Schedule III, in
the amount of $17,560, all subject to EDA concurrence.
DATED: January 19, 1983
I hereby certify that Resolution No. 83-5
was passed and adopted by the City Council
of the City of Lodi in a regular meeting held
January 19, 1983 by the following vote:
Ayes: Council Members - Olson, Pinkerton,
Snider, and
Reid (Mayos)
Council Members - None
Council Members - Murphy
Alice M. Reimche
City Clerk
CLUFF A,ErlUE STORM DRAIN. Industrial Way to Vic•or Road
Tabulation of bids received January 6. 198;
SGIIED'JtE t ENGINEER'S ESTIMATE
ITEM
APPROXIMATE
UNIT
TOTAL
h0.
-
QUANTITY
DESCRIPTION
PRICE
PRICE
1,
81,300
SF
Compact Original Ground
S 0.12
S
9.756.00
7.
618
SF
Concrete Subgrade Compaction
0.21
135.95
3•
51
LF
Vertical Curb and Gutter
9.50
484.50
4.
204
SF
Sidewalk
1.80
367.20
5.
44
LF
Conrnercial Driveway
20.00
880.00
6.
8.450
SF
Shoulder Paving
1.20
10.140.00
7.
2
EA
Survey Monument
80.00
160.00
8.
4
EA
Paddle Markers
80.00
320.00
9.
17
EA
Adjust Water Valve/ Monument
Frame to Grade
80.00
1,360.00
10.13
EA
Adjust Manhole Frame to Grade
200.00
2.600.00
i1.
1.450
LF
60" Precast Storm Drain
(North of Pump Station)
75.00
111,750.00
12.
960
LF
60" Precast Storm Drain
(South of Pump Station)
100.00
96.000.00
13.
LS
54" Storm Drain - CCT Crossing
LS
25.000.00
14.
100
LF
54" Storm Drain
(R.C.P. Cl. V at railroad)
86.00
8.600.00
15.
578
LF
54" Storm Drain
(C.I.P.P. or R.C.P.)
76.00
43.928.00
16.
100
LF
48" Storm Drain
(R.C.P. Cl. V at railroad)
72.00
7,200.00
17.
602
LF
48" Storm Drain
(C.I.P.P. or R.C.P.)
63.00
37.926.00
18.
405
LF
48"Precast Storm Drain
97.00
39.285.00
19.
333
LF
42" Precast Storm Drain
74.00
24.642.00
20.
17
LF
15" Storm Drain
22.00
174.00
21.
203
LF
12" Storm Drain
18.00
3,654.00
22.
LS
Special Connection to
Existing Storm Drain
LS
7,000.00
23.
2
EA
48" Manhole
1,100.00
2.200.00
24.
5
EA
48" Saddle Manhole
1,000.00
5.000.00
25.'
8
EA
Side inlet Catch Basin
500.00
4.000.00
26. _
2
EA
Drop Inlet Catch Basin
400.00
800.00
27.
LS
Excavation Safety
LS
3.712.34
28.
LS
Pump Structure
LS
90,000.00
29.
LS
Site Work - Civil
is
64,000.00
30.
4
EA
Duty Pump and Mntor
12.000.00
48.000.00
31.
2
EA
Clean -Up Pump and Motor
12.000.00
24,000.00
32.
LS
Telemetering System
LS
32.000.00
33.
LS
Motor Control Center
LS
28.000.00
34.
LS
Site Work - Electrical
LS
7.000.00
35.
LS
Wt.od Fence
LS
225.00
TOTAL SCHEDULE i
=
740,000.00
SCHEDULE 11
ALTERNATE A
1.
3.833
Cy
Roadway Excavation (F)
: 8,00
Z
13.415.50
2.
1,807
Ton
Aggregate Base
12.00
18.070.00
3.
2.710
Ton
Asphalt Concrete
33.00
70.460.00
TOTA'. ALTERNATE A
Z
101.945.50
AL&ERHATE 4
1.
3.150
Cy
Roadway Excavation (F)
S 8.50
S
11,655.00
2.
3.313
Ton
Asphalt Concrete
33.00
86.138.00
TOTAL ALTERNATE 8
s
97.793.00
TOTAL
SCHEDULE
I c
SCHEDULE 11, ALT. A
=
841,945.50
TOTAL
SCHEDULE
1 t
SCHEDULE Ii. ALT. B
>:
837,793.00
(F) denotes Final Pay +Quantity
CLAUDE C. HOOD
CO. INC.
17EA Uri IT T
NO. PRICE PRICE
I.
S 0.15
2.
1.00
3.
10.00
4.
2.00
5.
30.00
6.
0.50
7.
150.00
8.
50.00
9.
175.00
10.
400.00
11.
110.00
12.
130.00
13.
36,000.00
ib.
120.00
15.
44.00
16.
103.00
17.
42.00
18.
144.00
19.
110.00
20.
39.00
21.
30. CIO
72.
6,500.00
73.
1,400.00
74.
1,100.00
75.
550.00
26.
450.00
27.
5,500.00
28.
79.000.00
29.
19,000.00
p.
I k,250.GOA
31.
11,000.006
32.
43,000:00
33.
18.000.00
34.
10,000.00
35.
700.00
TOTAL SCH.
SCHEDULE 11
AL7ERNA7f A
8.00
2. 12.00
3. 33.00
TOTAL ALT. A
ALTERNATE 8
8.50
2. 33.00
TOTAL ALT.
TOTAL SCM. I AND
SCM. Ii. ALT. A
TOTAL SCH. I AND
SCH. II. ALT.
e corrected figure
S 12,195.00
618.00
510.00
408.00
1,320.00
4.225.00
300.00
700.00
2.975.00
5,200.00
163.900.00
124.800.00
36,000.00
12.000.00
25,437.00
10,300.00
25.284.00
58.320.00
36,630.00
663.00
6.090.00
6,500.00
2.800.00
5.500.00
4,400.00
900.00
5,500.00
79,000.00
19.000.00
57,000.00
22,000.00
43.000.00
18,000.00
10,000.00
700.00
s 801,670.00
RAY N.
BERTELSEN
_ CO.,
INC.
to
UNIT
TOTAL
PRICE
PRICE
$ 0.20
S 16,76o.00
2.00
1,236.00
7.00
357.00
2.00
408.00
25.00
1,100.00
0.50
4,225.00
200.00
400.00
50.00
200.00
125.00
2,125.00
200.00
2,600.00
100.00
149,000.00
110.00
105,600.00
50.000.00
50,000.00
100.00
10,000.00
50.00
28,900.00
90.00
9.000.00
45.00
27,090.00
90.00
36,450.00
85.00
28.305.00
40.00
680.00
25.00
5.075.00
10,000.00
10,000.00
1.800.00
3,600.00
1.500.00
7.500.00
400.00
3,200.00
400.00
800.00
20,000.00
20.000.00
109.337.00
109.337.00
20,000.00
20.000.00
15.000.00
60.000.00
10,000.00
20,000.00
40.000.00
40,000.00
18,063.00
18.063.00
10.000.00
10,000.00
500.00
500.00
s 802.011.00
S 30,664.00
s 6.50
S 24,914.50
21,684.00
10.00
18,070.00
89.430.00
36.00
97.560.00
S 141,778.00
S 140,544.50
$ 26.775.00
s 6.50
S 20.475.00
109,329.00
36.00
119.268.00
S 136,104.00 $ 139.743.00
$ 943,448.00
$ 937.774.00
$ 942.555.50
$ 941,754.00
H.R. MCCULLOUGH. CO.
Uri i T
PRICE
$ .12
.14
8.30
1.70
25.00
.78
110.00
42.00
125.00
250.00
115.00
144.40
29.756.00
130.00
57.00
110.00
43.00
77.00
88.00
32.00
29.00
7.658.00
3.400.00
2.100.00
590.00
612.00
17,890.00
90,000.00
10,500.00
14,000.00
9,729.00
48.900.00
17.975.00
9,950.00
380.00
S 6.20
8.91
32.00
S 6.20
31.38
TOTAL
PRICE
S 9.756.00
86.52
423.30
346.80
1,100.00
6.591.00
220.00
168.00
2.125.00
3.250.00
186.250.00
138.624.00
29.756.00
13.000.00
32.946.00
11.000.00
25.886.00
31,185.00
29,304.00
544.00
5,887.00
7.658.00
6.800.00
10.500.00
4.720.00
1.224.00
17,890.00
90,000.00
10.500.00
56.000.00
19.458.00
48,900.00
17.975.00
9.950.00
380.00
$ 830.403.62
$ 23.764.60
16,100.37
86,720.00
S 126,504.97
$ 19.530.00
103.961.94
S 123,491.94
S 956.988.59
$ 953.895.56
TOTAL SCM. 1 $ 875,031.00 $ 879,914.80 S 952.689.00
SCHEDULE 11
ALTERNATE A
NUILUULt
1
8.00
s
30.664.00
S 6.00
S 22,998.00
S 3.50
S 13.415.50
2.
OAK GROVE
17.166.50
9.50
•
TEICIIERT CONSTRUCTION
CONSTRUCTIC'1
CO.
GRANITE CONSTRUCTION
67,072.50
37.00
SAL
28.25
76.557.50
TOTAL ALT. A
ITEM
UNIT
= 140.434.50
S 109.850.00
ALTERNATE 8
140.
PRICE
PRICE
I.
$ 0.20 $
16,260.00
$ 0.08 $
6,504,00
$ 0.10
S 8,130.00
2.
1.00
618.00
0.20
123.60
0.50
309.00
3•
8.00
408.00
6.50
331.50
10.00
510.03
4.
2.00
408.00
1.80
367.20
2.00
408.00
S.
20.00
880.00
23.00
1,012.00
20.00
880.0
6.
1.10
9,295.00
0.60
5,070.00
0.60
5.070.00
7.
110.00
220.00
175.00
350:00
225.00
450.00
8.
35.00
140.00
30.00
120.00
100.00
400.00
9.
165.00
;,805.00
117.00
1,989.00
225.00
3.825.00
►0.
225.00
2,925.00
175.00
2,275.00
250.00
3,250.00
11.
110.00
163,900.00
130.00
193.7(.3.00
145.00
216.oS0.00
12.
150.00
144.000.00
145.50
)39,680.00
160.00
153.6oc.00
13.
28,000.00
28,000.00
22,000.00
22,000.00
24,000.00
24,000.00
14.
125.00
12,500.00
138.00
13,800.00
140.00
14.000.00
15.
62.00
35,836.00
77.50
44,795.00
110.00
63,580.00
16.
110.00
11,000.00
114.50
11,450.00
11C.00
11,000.00
17•
55.00
33,110.00
61.00
36,722.00
100.00
60.200.00
18.
100.00
40,500.00
142.50
57,%12.50
140.00
56,700.00
19.
110.00
36.630.00
113.00
37,629.00
125.00
41.625.00
20.
28.00
476.00
30.50
518.50
28.00
476.00
21.
20.00
4.060.00
28.50
5.785.50
25.00
5,075.00
22.
7.000.00
7.000.00
8.000.00
8,000.00
15,000.00
15.000.00
23.
1,000.00
2,000.00
2.560.00
5,120.00
2.500.00
5.000.00
24.
1.600.00
8,000.00
1.450.00
7,250.00
2.500.00
12.500.00
25.
400.00
3,200.00
1.170.00
9.360.00
950.00
7,600.00
26.
320.00
640.00
650.00
1.300.00
900.00
1,800.00
27.
27.000.00
27,000.00
1,000,00
1.000.00
1.00
1,00
28.
110,000.00
110,000.00
102.000.00
102,000.00
73.500.00
73.500.00
29.
23,000.00
23.000.00
17,000.00
17.000.00
30.000.00
30.000.OG
30.
15.000.00
60,000.00
14,500.00
58,000.00
14,000.00
56,000.00
31.
11.000.00
22.000.00
11,150.00
22,300.00
10.500.00
21.000.00
32.
42,000.00
42,000.00
40,000.00
40.000.00
32,000.00
32.000.00
33.
17.000.Go
17.000.00
16,5oo.00
16.5o0.00
19,000.00
19.000.00
34.
9.000.00
9,000.00
9,800.00
9.800.00
9.000.00
9,000.00
35.
220.00
220.00
350.00
350.00
750.00
750.00
TOTAL SCM. 1 $ 875,031.00 $ 879,914.80 S 952.689.00
SCHEDULE 11
ALTERNATE A
8.00
s
30.664.00
S 6.00
S 22,998.00
S 3.50
S 13.415.50
2.
9.50
17.166.50
9.50
17,166.50
11.00
19.877.00
3.
24.75
67,072.50
37.00
100,270.00
28.25
76.557.50
TOTAL ALT. A
$
114,903.00
= 140.434.50
S 109.850.00
ALTERNATE 8
$.Do
S
25.200.00
S 6.50
$ 20.475.00
S 3.50
s 11,025.00
2.
24.75
81.996.75
37.00
122,581.00
28.25
93.592.2]
TOTAL ALT. B
S
107,196.75
$ 143,056.00
S 104,617.25
TOTAL $CH. I AND
SCH. It. ALT. A
$
989.934.00
$1,020,349.50
$1.062.539.00
TOTAL SCN. 1 AND
SCK. 11. ALT. B
$
982,227.75
$1.022.971.00
$1.057.306.25
• corrected figure
SCHEDULE 1
4.15
i.
.
SNENGEL-ROBBINS.
I1�
ITEM
UNIT
TOTAL
NO.
PRICE
PRICE
I•
$ 0.10 S
8,130.00
2.
0.19
117.42
3•
8.00
408.00
4.1.70
346.80
5.
76.25
1,155.00
6.
1.41
11,914.50
7.
95.00
190.00
8.
40.00
160.00
9.
132.00
2,244.00
10.
160.00
2,080.00
11.
130.00
193.700.00
12.
158.00
151.680.00
13.
25.900.00
25,900.00
14.
130.00
13,000.00
15.
79.00
45.622.00
16.
104.00
10,400.00
17.
55.00
33.110.00
18.
155.00
62.775.00
19.
122.00
40,626.00
20.
84.00
1,428.00
21.
36.00
7.308.00
22.
6.300.00
6.300.00
23.
2,100.00
4,200.00
24.
1.365.00
6.825.00
25.
1.260.00
10,080.00
26.
1,050.00
2,100.00
27.
25.200.00
25,200.00
28.
107..500.00
102.500.00
29.
14.850.00
14,850.00
30.
67,co0.00
67.000.00
31.
30.000.00
30,000.00
32.
43.000.00
43,000.00
33.
20,000.00
20,000.00
34.
15.000.00
15,000.00
. 35.
350.00
350.00
TOTAL SCH.
SCHEDULE 11
ALTERNATE A
1.
$
4.15
i.
8.75
3.
33.00
TOTAL ALT. A
ALTERNATE 8
1. $
4.15
2.
33.00
TOTAL ALT. 8
TOTAL SCM. 1 AND
SCH. 11, ALT. A
TOTAL SCH. I AHO
SCH. 11, ALT. 8
• corrected figure
$ 959.739.72
S 15.906.95
iS.811.25
89.430.00
S 121.148.20
H.M. SYARS CONSTRUCTION Coda
S 0.16 S
1.00
12.00
2.00
33.00
0.50
190.00
28.00
120.00
170.00
120.00
143.00
28,675.00
309.00
124.00
270.00
102.00
99.00
105.00
20. Do -
18.00
29,743.00
2.200.00
I,S50.00
400.00
400.00
45.000.00
106.045.00
15,847.00
20,840.00
10,100.00
40.000.00
17,500.00
13,000.00
800.00
S 8.00
12.00
34.00
13.008.00
618.00
612.00
408.00
1.452.00
4.225.00
380.00
112.00
2,040.00
2,210.00
178.800.00
137.283.00h
28.675.00
30,900.00
71,672.00
27.000.00
61,404.00
40,095.00
34.965.00
340.00
3.654.00
29.743.n0
4,400.00
7.750.00
3.200.00
800.00
45.0oo.00
106,045.00
15.847.00
83,360.00
20.200.00
40,000.00
17.500.00
13.000.00
800.00
$ 1,027,495.00
$ 30.664.00
21.684.00
92.140.00
S 144.488.00
W.R. 7HOMAS0-1. IrIC.
$ 0.13
0.16
8.08
1.70
26.50
1.33
200.00
50.00
100.00
200.00
162.00
159.00
40.000.00
2c7.00
72.00
202.00
66.00
201.00
275.00
22.00
20.00
5.000.00
2.500.00
1.800.00
400.00
300.00
5.000.00
77,000.00
16,000.00
25,000.00
8.Goo. co
43,000.00
18,000.00
11,000.00
$40.00
S 3.98
8.48
36.00
S 10,569.00
98.88
412.08
346.80
1,166.00
11.238.50
400.00
200.00
1.700.00
2,600.00
241.380.00
152.640.00
40,000.00
20.700.00
41.616.00
20.200.00
39,732.00
81.405.00
91.575.00
374.00
4.060.00
5.000.00
5.000.00
9,000.00
3.200.00
600.00
5.000.00
77.000.."
16,000.00
100.000.00
16.000.00
43.000.00
18,000.00
11,000.00
540.00
$ 1.071.753.26
S 15.255.34
15.323.36
97,560.00
i 128.138.70
S 13.072.50 S 8.50 $ :6.775.00 $ 3.96 S 12,537.00
109.329.00 34.00 112.642.00 36.00 119.260.00
S 172,401.50 S 139.417.00 = 131.805.00
$ 1.080,887.91
$ 1.082.141.22
$ 1.171,983.00
S 1,166.912.00
i t,i99.$91.g6
S 1.203.558,26
SCHEDULE i
DSS COMPANY
ITEM
UNIT
TOTAL
NO.
PRICE
PRICE
1•
S 0.10 S
8.130.00
2.
0.15
92.70
3.
6.00
306.00
4.
1.70
346.80
5.
18.00
792.00
6.
0.80
6,760.00
7.
120.00
240.00
8.
30.00
120.00
9.
120.00
2.040.00
lo.
150.00
1,950.00
11.
150.00
223,500.00
12.
147.00
141,170.00
13.
50,000.00
50.000.00
14.
192.00
19.200.00
15.
67.00
38,726.00
16.
187.00
18.700.00
17.
61.00
36,722.00
18.
186.00
75.330.00
19.
255.00
84.915.00
20.
100.00
1.700.00
21.
25.00
5.075.00
22.
20,000.00
20.000.00
23.
1.300.00
2.600.00
24.
2,000.00
10.000.00
25.
1,200.00
9,600.00
26.
500.00
1.000.00
27.
25.000.00
25,000.00
c8.
140.000.00
140,000.00
2°.
12,000.00
12,000.00
30.
15.000.00
60.000.00
31.
12.500.00
25.000.00
32.
40.000.00
40.000.00
33._
20.000.00
20.000.00
34.
10,000.00
10.000.00
35.
1,000.00
1.000.00
TOTAL SCH. 1 S 1,091.965.50
SCHEDULE it
ALTERNATE A
1. $ 5.00 S 19,165.00
2. 11.00 19.877.00
3. 31.00 84.010.00
TOTAL ALT. A S 123,052.00
ALTERNATE 8
1.
$ 5.00 i 15.750.00
31.00 102.703.00
TOTAL ALT. 8 $ 118,453.00
TOTAL SCH. i AND
SCH, 11, ALT. A S 1,215.017.50
TOTAL SCH. 1 AND
SCH. 11. ALT. 8 S 1,210,418.50
*,corse i figure
CLUff AVEIIVE STORM GRAIN, industrial Way to Victor Road SCHEDULE til
Engineer's
Estimate
ITEM
APPROXIMATE
UNIT
NO.
QUANTITY
PRICE
1.
1155 Lf
8" Sanitary
Sewer
$ 16.00
2.
2 EA
46" Manhole
1100.00
3.
7 EA
4" Sanitary
Sewer Service
450.00
TOTAL
Wx. 0. McCullough
Telchert
Comg,any
Construction
Co.
1.
S 10.88
S 12,566.40
S 12.60 S
14,53.00
2.
1270.00
2.540.00
800.00
1.600.00
3.
412.00
2.884.00
300.00
2,100.00
TOTAL
$ 17,990.40
$
18,253.00
N.M. Byars
%"=I -Robbins Inc.
Construction Co.
1.
s 17.00
$ 19.635.00
S 20.00 $
23.100.00
2.
1050.00
2.100.00
1100.00
2.200.00
3.
525.00
3.675.00
450.00
3,150.00
TOTAL
$ 25.410.00
$
28,450.00
TOTAL
PRICE
$ 18,480.00
2.200.00
3.150.00
$ 23.830.00
Claude C. Wood
Co., Inc.
UNIT TOTAL
PRICE PRICE
S 12.00 S 13.860.00
800.00 1.600.00
300.00 2.100.00
S 17.560.00
Oak Grove
Constryction_Co.
S 18.00 S 20,790.00
12CO.00 2.400.00
600.00 4.,'00.00
S 27,390.00
V.R. THOMASON. INC.
i 20.00 S 23.100.00
1000.00 2.000.00
600.00 4,200.00
S 29.300.00
Ray N. Bertelsen
Co. tnc.
$ 14.10 S 16.170.00
1000.00 2.000.00
600.00 4.200.00
S 22.370.00
Granite
Construction Co.
S 12.00 $ 13.860.00
1:00.00 2.200.00
700.00 4.900.00
S 20.960.00
OSS COMPANY, INC.
S 16.00 S 18.480.00
800.00 1.600.00
400.00 2.800.00
$ 22.880 00
E7