HomeMy WebLinkAbout1989-08 Bid Award for Golf Course RenovationRESOLUTION NO. 8-89
A RESOLUTION OF THE VILLAGE COUNCIL OF NORTH
PALM BEACH FLORIDA, ACCEPTING THE BID OF KENOVA
CONSTRUCTION CORPORATION
FOR NORTH PALM BEACH COUNTRY CLUB'S GOLF COURSE REN-
OVATION IN THE AMOUNT OF $ 962,207.00 TO BE EXPENDED
FROM ACCOUNT NUMBER 41-572-111-66510.
BE IT RESOLVED BY THE VILLAGE COUNCIL OF NORTH PALM
BEACH, FLORIDA:
Section 1. The bid of KENOVA CONSTRUCTION CORPORATION
copy of which is attached to this Resolution, is hereby accepted by
the Village of North Palm Beach in accordance with its terms. The
appropriate Village officials are hereby directed to advise said
bidder of this acceptance. The monies are to be expended from
Account Number 41-572-111-66510.
Section 2. This Resolution shall take effect immediately
upon passage.
PASSED AND ADOPTED THIS 91pn
1989.
ATTEST:
e.
Village Clerk
1
DAY OF FEBRUARY
MAYOR
BID PROPOSAL
PROPOSAL OF
Kenova Cdnstructlon Corporation
(Name)
7010 Barbour Road, West Palm Beach, FL 33407
(Address)
SUBMITTED: 2/14/89
(DATE)
FOR THE RENOVATION OF : NORTH PALM BEACH COUNTRY CLUB
GO —COURSE RENOVATION
NORTH PALM BEACH1 FLORIDA
PROJELI # 58-1140b
TO: THE VILLAGE OF NORTH PALM BEACH
NORTH PALM BEACH, FLORIDA
We, the undersigned, hereby declare that no person or persons, firm or
corporation, other than the undersigned are interested in this proposal as
principals, and that this proposal is made without collusion with any
person, firm, or corporation, and we have carefully and to our full
satisfaction examined the Contract Documents, and that we have made a full
examination of the location of the proposed work and the source of supply
of materials, and we hereby agree to furnish and pay for all necessary
labor, equipment, materials and services, fully understanding that the
quantities shown herein are approximate only, and that we will fully
complete all necessary work in accordance with the Contract Documents and
the requirements under them of the Golf Course Architect, within the time
limit specified in this proposal for the following contract prices, to
wit:
LUMP SUM BASE BID PRICE: ALTERNATE BID PRICES:
One Million Three Hundred Twenty Eight 1. Rainbird Irrigation $ 330.524.09
(IN WORDS)
Thousand Six Hundred Twenty Two Dollars & Fifty2.
Nine Cents
$1,328,622.59
(IN FIGURES)
Asphalt Cart Paths
(6' wide x 1-1/2" thick
asphalt surface on 7' wide
4" thick shellrock sub -base)
$ 7.00 LF
3. Demucking removal #10 fairway
Estimate 500 cy. $ 4,50 CY
(per cy.)
Total $ 2,250.00
(Method of payment to be
truckload count)
NPBCC - 00400 - 1
Ref No.
BID PROPOSAL FORM
SCHEDULE OF PRICES
Estimated Unit Extend or
Description Units Quantities Prices Total Amount
Unit abbreviations
AC=acres
CY-Cubic yards
LF=Linear feet
SY=Square yard
EA=each
LS=Lump sum
PH=Per hole
SF=Square feet
T=Ton
1. Clearing
.A. Fairway Stripping/Grubbing 110 $ 400.00 $ 44,000.00
AC
B. Selective Clearing AC 25 $ 775.00 $ 19,375.00
2. Demolition
LS
3. Earthwork
A. Lake Excavation and
fill for Golf Course CY
60,000
SUBTOTAL $ 63,375.00
SUBTOTAL $ 22,000.00
S
2.00 $ 120,000.00
SUBTOTAL $ 120,000.00
4. Rough Shaping LS SUBTOTAL $ 27.000.00
NPBCC - 00400 - 2
SCHEDULE FOR PRICES
Estimated Unit Extend or
Ref. No. Description Units Quantities Prices Total Amount
5. Subsurface Drainage
A. Drain Tile
Greens & Green traps
4" Stone layer T 2,000 $ 23.00 $ 46,000.00
4" Draintile with stone LF 6,500 $ 4.50 $ 29,250.00
(Hancor OR 38)
4" Discharge line w/o
stone LF 2,000 $ 2.50 $ 5,000.00
6" discharge line w/o stone LF 1,000 $ 3.50 $ 3.500.00
B. Bunkers LF $ 0,00 $ 0,00
Depressions & swales
4" smooth wall discharge
line w/o stone LF 3,000 $ 2.50 $ 7.500.00
4" perforated drain tile
(no socks) line w/stone, (ADS)
LF 2,000 $ 3.90 $ 7,800.00
C. Catch Basins ea. 40 $ 36.50 $ 1.460.00
D. 6'x 6'x 6' Dry Wells ea. 20 $ 540.00 $ 10,800.00
SUBTOTAL $ $ 111,310.00
6. Irrigation
A. Sprinkler Models
1. 655-01-58 6 ea. $ 109.72 $ 658.32
2. 674-01-74 285 ea. $ 122.16 $ 34,815.60
3. 694-01-92 98 ea. $ 201.51 $ 19,747.98
4. 698-01-92 76 ea. $ 224.02 $ 17,025.52
5. 198-09-88 1 ea. $27150.00 $ 27,150.00
6. 132-56-08 9 ea. $3475.20 $ 31,276.80
7. 476-04 38 ea. $ 61.90 $ 2,352.20
8. 466-06 2 ea. $ 49.14 $ 98.28
9. 900-14 300,000 lf. $ .03 $ 9,000.00
NPBCC - 00400 - 3
10. 850-00 25 ea.
11. 850-01
12. Hydralic Supply Line
(3/4" SCH 40 PVC)
13. Hydraulic Converter Kit
$ 5.90 $ 147.50
50 ea. $ 0.00 $ 0.00
12,500 lf. t .27
9 ea. $ 507.81
S
S
3,375.00
4,570.29
ITEM Estimated Unit
Quantity Price Total
B. Communications Wire 12,000 lf. un 9.600.00
#6 AWG Single Strand (Power) 2,000 If. .61 1,220.00
1000 lf. black & 1000 lf. white
f8 AWG Single Strand (Power)
5000 lf. black & 5000 if. white
10,000 lf. .40 4,000.00
110 AWG Single Strand (Power)
5,000 If. black & 5,000 lf. white 10,000 If.
C. SDR 26, Class 200 PVC
10" Gasket 3,500 lf.
8" Gasket 1,500 lf.
6" Gasket 4,000 If.
4" Gasket 18,000 lf.
3" Gasket 4,500 lf.
2-1/2" Gasket 22,500 lf.
D. SDR 26, Class 160 PVC
1" Solvent Weld as required
.24 2,400.00
13.26 46,410.00
8.74
5.42
7 RS
1.98
1.57
13,110.00
21,680.00
c1,3nn 00
8,910.00
35,325.00
1.10 N/A
3/4" Solvent Weld as required 1.00 N/A
NPBCC - 00400 - 4
ITEM
E. Gate Valves (to Line size)
10" Main Line
8" Main Line
6" Main Line
4" Main Line
3" Main Line
1" Per Teeing Area
Valve Boxes
Ground Rods
Hydraulic Supply Units
LUMP SUM IRRIGATION TOTAL
F. Pump Station
PSI-E Series 900-2-1800 LS
Wet well, flume and intake
structure
LUMP SUM PUMP STATION TOTAL
G. Installation of Existing Materials:
Sprinkler Models:
690 Series Heads
670 Series Heads
H. Deduct Pri
or Satell
Sprinkler
655-01-58
674-01-92
694-01-92
698-01-92
476-04
466-06
900-14
850-00
Estimated
Quantity
2 ea. •
2 ea.
3 ea.
11 ea. 273.31 3.006 41
25 ea. 228.06 5,701.50
19 ea. 135.75 2,579.25
100 ea. 11.77 1,177.00
10 ea. 18.10 181.00
as required 27.15 27.15
$360,752.59
Unit
Price Total
874.23 1,748.46
555.67
349.33
1,111.34
1,047.99
1 ea.
1 ea.
TBD
37.750.00
16,500.00
$ 54,250.00
37,750.00
16,500.00
110.00 110.00
75.00 75 on
ces of Materials Listed In Item 6-A '(Irrigation) If Existing Heads
ite Controllers are Utilized.
Models
TBD 60,00 60.00
ITT— —65. 00 65.00
TBD 0T 0.00 100,00
TBD 100.00 100.00
TBD 30.00 30.00
Tr 25.00 : 25.00
T•BO —77- .01
TBD 3.00 3,00
NPBCC - 00400 - 5
SF 7-
*THE OWNER RESERVES THE RIGHT AND ANTICIPATES UTILIZING EXISTING IRRIGATION
HEADS AND SATELLITE CONTROLLERS COLLECTED IN ACCORDANCE WITH SECTION 02200 OF
THE SPECIFICATIONS. THE QUANTITY AND TYPES OF HEADS OR SATELLITE CONTROLLERS
WILL BE DETERMINED BY THE GOLF COURSE SUPERINTENDENT. FOR THE PURPOSE OF
UNIFIED BIDDING ALL NEW MATERIALS ARE TO BE PROVIDED AS A PART OF THE BASE BID.
Estimated Unit Extend or
Ref. No. Description Units Quantities Prices Total Mount
A6. Irrigation Alternate
A. Rainbird Products
1. Rainbird b1UR 407 $ 90,40 $ 36,792,80
3/8 nozzle
2. Rainbird SBM 30 $ 2,743,50 $ 82,305,00
stainless hydraulic
satellites
3. Rainbird Maxi 1 $28,272.00 $ 28,272,00
central equipment:
4. Rainbird i7 Quick 36 $ 89,28 $ 3,214.08
Coupling Valves
5. Rainbird i7K Valve 6 $ ' 85,56 $ 513,36
Keys
6. Rainbird 47 DR Rotors 2 $ 104.46 $ 208 92
1/4" Nozzle
7. Rainbird 91 DR Rotors 72 $ 112,49 $ 8.099,28
15/32 Nozzle
B. Class 200 PVC
T..2-T7!" PTpe, 0 Ring If. 20,000 $ 1.84 $ 36.800 00
Type
2. 3" Pipe, 0 Ring Type lf. 12,460 $ 2 27 $ 2R,2R1. 20
3. 4" Pipe, 0 Ring Type lf. 6,000 $ 3.09 $ 1E3,540 00
4. 6" Pipe, 0 Ring Type lf. 1 860 $ 5.39 f 10.025.40
5. 8" Pipe, 0 Ring Type If. '1,800 $ 8.52 $ 15,336.00
6. 10" Pipe, 0 Ring Type lf. 2,000 $ 12.80 f 25,600.00
C. Gate Valves
1. 3" Cast Iron 0 Ring 12 $ 135.02 $ 1,620.24
2. 4" Cast Iron 0 Ring 23-- $ 196.40 $ 4,910.00
3. 6" Cast Iron 0 Ring -r— $ 321.02 $ 321.02
4. 8" Cast Iron 0 Ring T---- $ .S34.29 $ 534.29
NPBCC - 00400 - 6
5. 10" Cast Iron 0 Ring
D. Miscellaneous
1. Hydraulic Tubing
2. Hydraulic Supply
Units
E. Direct Buriai U.F.. Wire
1. flu White
2. 110 Black
3. #8 White
4. CI Black
F. Maxi -Wire AWG 114 to
be If. estimated
2 $953.25 $ 1,906.50
If. 3�j-iiti $ .03 $ 9,450.00
ea. 30 $ 37.20 ;1,116.00
lf. 17 000 $ .20 $ 3,400.00
lf. 17-400 Ste- $ 3,560.00
lf. 5 000 $ .33 $ 1,650.00
If. 5 000 $— '3 $ 1,650.00
LUMP SUM IRRIGATION ALTERNATE
17,500 $ .37
$ 6,475.00
330,524.09
Estimated Unit Extend or
Ref. No. De' cription Units Quantities Prices Total Amount
7. Greens Construction (Based on 125.000 sq.ft. @ 80% coarse sand; 20% peat)
A. Coarse washed sand
ton 6.500 $ 19.50 $ 126.750.00
B Canadian Sphagnum Peat Cy 1,250 $ 68.00 $ 85.000.00
y:
C. 2" Coarse washed sand ton • 1,050 $ 31.00 $ 32,550.00
layer
D. 4" Gravel layer ton 2,100 $ 0.00 $ 0.00
Duplicate (5.A)
8. Fine Shaping/Cleaning
9. Cart Paths
6' Wide Concrete
10. 10' wide wooden bridge
LS
SUBTOTAL
i' 244,300.00
$ 53,500.00$ 53,500.00
SUBTOTAL $ 53,500.00
LF 11.000 $ 7.60 $ 83,600.00
LF 60 $360.00 $ 21,600.00
SUBTOTAL $105,200.00
11. Planting & Grassing
A. Plant of fairways 600.00 60,000.00
@ 500 bu/ac AC 100 = ;
NPBCC - 00400 - 7
B. Planting of trees
@ 20 bu/1000 s.f.
AC 170,000 $ .044 $ 7,480.00
C. Spreading lime
(including materials) AC ' '100 $ 44.00 $ 4,400.00
D. Spreading fertilizer , AC 100 $ 99.00 $ 9,900.00
(including materials)
D. Fumigation Greens SF 125,000 $ .066 $ 8,250.00
E. Planting Greens 0 25 SF 125,000 $ .066 $ 8,250.00
(bu/1000 s.f.)
F. Planting 12' wide barrier
collar around each green
@ 20 bu/1000 s.f. SF 80,000 $ .066 $ 5.780 00
G. Sodding (Grass depressions
around lake banks, swales
etc.),Tifton 419 SF 50,000 $ .29 $ 14,500.00
Zoysia SF 25,000 $ .50 $ 12,500.00
12. Bunker sand (6" depth) T 1.500 $ 24.25 $ 36,375.00
SUBTOTAL $ 166,935.00
NOTES: '• TOTAL $ 1,328,622.59
1. If there is a difference between add and deduct prices, the difference must be
given.
2. Above quantities are for comparison only. Contractor shall verify prior to
submitting bid.
3. Base bids for Item 1 - Clearing and Item 10 - Grassing to include total
stripping of existing grasses, regrading and total fairway replanting as
per limits indicated on the plan. In the interest of cost savings, the
Owner may elect to reduce the acreage to only those fairways with proposed
regrading as shown on the grading plan.
NPBCC - 00400 - 8
NON -COLLUSION AFFIDAVIT
STATE OF Florida
COUNTY OF Palm Beach
Mark S. Morris
(Name)
being duly sworn, deposes and says: that he is
Vice President - Kenova Construction Corporation
(State official capacity in firm)
the party making the foregoing proposal or bid, that such bid is genuine and not collusion
or sham; that said bidder has not colluded, conspired, connived, or agreed directly or
indirectly with any bidder or person, to put in a sham bid or to refrain from bidding, and
has not in any manner, directly or indirectly, sought by agreement or collusion, or
communication or conference, with any person, to fix the bid price or affiant or any other
bidder, or to fix any overhead, profit or cost element of said bid price or that of any other
bidder, or to secure any advantage against
, or any person interested in the proposed contract; and that all statements in
said proposal are true.
(Signature of person submitting bid)
Subscribed and sworn to before me this 14 day of
in and for said County.
(�T to ry Public)
My Commission Expires:
Notary Public; State et Florida et Large
My Commission Expires November 24, 1990
Bonded thru Agent's Notary Brokerage
February
, 1988, a Notary Public
NPBCC - 00400-9
llcgooa Construction Corporation
7010 Barbour Road
West Palm Beach, FL 33407
(407) 848-0194
Mark S. Morris is an apt hori zed agent of I..era-rya
r a r i $ uc l l Lorpor at 3 on and, therefore, able to ssa gn contracts and
Lit tier cicic ume•nt= in the name of f:enova Construct.)Corporation.
I:ENOyl CONSI ffUCT 1 ON CORF'ORAT 1 ON
inda A. 'Dalogh
Sec:retary/Treasurer
AFFIDAVIT
I t .• t o tit 11 or i d a
l ciurit f'aimi NeaCh
I:C•1 C•I E• ME' th] s- day personal 1 y appeared ___Mark
r-:I.c•, ICE-3 iic du)', sworn, deposes and says that he is a legal agent of
I or n r lL'nstrLicit aon Corporation and, therefore, able to s gn
i rI it r Eii i
turd cif Perx.ori Maki no Affidavit
to a,nd subac.r,t,ed before me this /)(_day of Cry•, A. D.
I C'mml r e I on
Ny!tary Public:'
tate of Florida
Notary Public, State of Florida et Large
E :; p 1 r es.My Commission Expires November 24, 1990
Bonded thru Agents Notary Brokerage
CC
CC
CC
m
w
1
Y _
2
cn
rw- a
mN a CO
w H
Em ¢
N
r C
r >
9
t•
1
i