Reese Park Restroom Installation
01/20/2005 13:53
8454710905
PAGGI MARTIN DELBENE
PAGE 01
PAGGI, MARTIN & DEL BENE ILP
Consulting Engineer's & Land Surveyors
56 Main Street
Poug~~sie, New York 12601
845-471-7898
845-471-0905 (FAX)
January 20,2005
Town Board
Town of Wappinger
P.O. Box 324
Wappingers Falls, New York 12590
Attention: Hon. Joseph Ruggiero, Supervisor
Reference: Proposed Reese Park Restroom Installation
Contract No. 2004;.03 (103)
Bid Recommendation
Dear Supervisor Ruggiero & Board Members:
On Tuesday January 18th 2005, bids were received and opened for Contract No. 20Q4..03
(103) by Deputy Town Clerk, Sandy Kisakowslci.
The results were as follows:
. Daniel A. Budd Excavating and Contracting
. Colonial Buildings Excavation
. H.B. Wiltse Excavating, Inc.
. Marquise Constrction Corp.
. T.D.T, Inc.
$40,000.00
$41,750.00
$45,662.00
$54,215.00
$72,598.00
We have reviewed the above bids and find them to be numerically correct and in order.
We have checked the references for Daniel A. Budd Excavating and Contracting, Inc.
and find them to be acceptable. We believe that the bids submitted, though higher than
the initial estimates, reflect current market conditions. We do not feel. re-bidding the
work would provide any substantial reduction in prices bid since the lowest three .bids
were relatively close in price.
Therefore, if the town has the money available, we recommend this contract be awarded
to Daniel A. Budd Excavating and Contracting, Inc. in the amount of $40,000.00. We
further recommend this he done at the Town Board meeting scheduled for Monday,
January 24th 2005, in order to expedite the start of work.
JOBeph E. Paggi. Jr., P.E.
Ernst Martin, JL. P.E., L.S.
elurles R Del Bem;]r., ;F.E.
REESE PARK RESTROOM INSTALLATION
CONTRACT No. 2004-03(103)
BID OPENING
JANUARY 18TH, 2005/11:00 A.M.
NO. CONTRACTOR BID AMOUNT NCC BID BONDI
SIGNED CERT.
CHECK
I (JiJ
1 H.B. Wiltse Excavating, Inc. $ j /
907 Dutchess Turnpike if~{/tl
Poughkeepsie, NY 12603
2 Ben Ciccone $
151 Daley Road
Poughkeepsie, NY 12603
William Manfredi Construction
3 Corp. $
P.O. Box 3383
Poughkeepsie, NY 12603
I o'!.- /
4 Colonial Builders $ If!; 76tJ ~
816 Route 52, Suite 2
Fishkill, New York 12524
( c.;x/
-- /
5 Marquise Construction $ j'if ;. /j- - J
The Duke Building, Suite 9 I
Thornwood, NY 10594
/ tit /
f- !
6 TDT, Inc. $ 1; 51?
10 Dunwoodie Street
Scarsdale, New York 10583 /
/ Daniel Bud Excavating & ti:;. / vi
7 Contracting $ t-/ ~ tj CO .
2 Hibernia Road
Salt Point, NY 12578-2104
/:
8 L. Simon Corporation $
35 Portman Road / 0 '7 (r
New Rochelle, NY 10801
9 $
10 $
11 $
-
12/B2/2eB4 15:15
845471 B9B5
PAGGI MARTIN DELBENE
PAGE Bl
PAGGI,MARTIN &.DELBENELLP
Consfllfing Engin"rs fJf Land Su.,.."tYflrs
56 Main Street
PoughRepUc:, New York 12601
845-471-7898
845-471-0905 (FAX)
December 1, 2004
J7.4 FAX. JU1L:
Town Board
Town of Wappinaer
P.O. Box 324
Wappingen: Falls, New York 12590
Attention: Hon. Joseph Ruggiero, Supervisor
Reference: Proposed Reese Park Restroom Installation
Contract No. 2004..03(103)
Dear Supervisor Rqggiero & Board JXlQm.bers:
The design of the ProposQd Reese Park Restroom Installation, Contract No. 2004-03(103) is
complete. Weare advertising for bids in the Southern Dutcheu News and PouslJkeep&ie
Journal newspapers on Wednesday, December 8"\ 2004 and will have an award
recommendation to the Town Board Members and the Town Clerk's office in advance of the
January 241b, 200S meeting of the Town Board.
Our activity schedule for the above referenced Contract is as follows;
. Advenisement for Bids. . . . . . . . . . . . . . . December 8t1l, 2004
. Plans Available. . . . . . . . . . . . . . . . . . . . .. December 9*. 2004
. Bid Opening . . . . .. .. . .. . . .. . .. .. . ... January .ttl\ 2005 @ 11 ;00 A.M.
/<i
At this time, we request to be placed on the Agenda for the January 24111, 2005 Town Board
tnceting. We would also like to reserve the large meeting room at Town Hall for the Bid
Opening at the date and time above.
We would also invite you to attend the bid openi.ni as your schedule permits.
Please do not hesitate to oontaot our office if you or the Town Board members have any
questions regarding this contract.
Verr truly yours,
.~~
Junior Design Engineer
JES:law
cc: Town Board: File
Hon. Gloria Morse
Hon. Graham Foster
AlbertP. Roberts, Esq.
Michael Tremper
Joseph Ennesser, Town Recreation
]...oph E. Po Jt., P.E.
Emit MmIn, Jr.. P.:t.. L.S.
CbltlClIl Del. Bcnc,]t., 1'.E.
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ADDENDA BULLETIN
1. Addenda may be published pertaining to this project.
2. Please complete this form to expedite prompt delivery of Addenda to you and mail
immediatel y.
3. Do not use a Post Office Box Address, as telegram addenda cannot be delivered.
4. It is not necessary to complete this form unless you are a plans and specifications purchaser
or exanuner.
5. Mail this completed form to:
Town of Wappinger
Attention: Town Clerk
P.O. Box 324
Wappingers Falls, New York 12590
PROJECT: Contract 2004-03(103): Restroom Installation
Addenda Bulletin
Town of Wappinger
Dutchess County, New York
YOUR FIRM NAME:
I I) r
) N (J~
YOUR STREET ADDRESS:
Jo J) OAI it/JODIE
5CrtfLs T)A1-.t:
~)-
AI Y
ID6SJ
YOUR CITY, STATE, ZIP CODE:
YOUR PHONE No.: cJ i~. - 1;{ 3 ~/ j~' 3 FAX No.: 11;.J - 7:z 3 13 <[ 0
No. OF SETS OF PLANS AND SPECIFICATIONS PURCHASED: /
PLEASE CHECK ONE:
j
PRIME CONTRACTOR
SUBCONTRACTOR
$
AD-I
PAGGI, MARTIN & DEL BENE LLP
Consulting Engineers & Land Surveyors
56 Main Street
Poughkeepsie, New York 12601
845-471-7898
845-471-0905 (FAX)
VIA FAX & CERTIFIED MAIL:
December 30,2004
Reference: Reese Park Restroom Installation
Town of Wappinger
Dutchess County, New York
Dear Contractor:
Enclosed please find Addendum No.1 dated December 30th, 2004 for the above
referenced project. Please acknowledge receipt of this addendum with this office by
fax at (845) 471-0905. Total number of pages in this Addendum is 6 pages including
this cover letter. A hard copy shall follow in the mail with return receipt requested.
This Addendum contains responses to questions received from Contractors, as well
as an additional bid Item in the Bid Proposal.
This information is being circulated for your information, and it shall become part of
the Contract Documents.
Should you have any questions or comments, please do not hesitate to contact this
office.
Ven' truly yours,
~4/!lJf~~
CRD:law
Enclosure
Joseph E. Paggi, Jr., P.E.
Ernst Martin, Jr., P.E., L.S.
Charles R. Del Bene, Jr., EE.
REESE PARK RESTROOM INSTALLATION
ADDENDUM No.1 (12/30/04)
TO THE
PLANS AND SPECIFICATIONS
DATED: DECEMBER 2004
1. The proposed access and sidewalk for the restroom is to be constructed of
subbase, binder course and top course asphalt as specified in Item 2.01.
2. In the Bid Proposal, Page BP-5, the estimated quantity for Item 3.01 should be 15
cubic yards. Please replace Page BP-5 with the attached BP-5R.
3. On the revised Bid Proposal, Sheet BP-5R, Item 4.01 Rock excavation has been
added. This Item has been included in the Contract in the event rock is
encountered during the excavation for the restroom vault. All rock excavation
will be performed by approved mechanical means. No blastin!! will be allowed.
Measurement and payment for rock excavation will be based on cubic yards
removed within the payment limits as defined under Item 4.01. Any rock
removed outside of the payment limits will not be considered for payment.
4. Detail specifications for Item 4.01 Rock Excavation (pages 4.01-1 to 4.01-3) are
attached and shall become part of the Contract Specifications.
Please be advised that your acknowledgement of Addenda must be filled out on Page
BP-l of the Bid Proposal.
ITEM EST. UNIT DESCRIPTION WITH UNIT PRICE UNIT TOTAL
NO. QTY WRITTEN IN WORDS PRICE PRICE
1.01 1 EA. PRECAST CONCRETE RESTROOM
DOLLARS &
CENTS $ lEA $
PER EACH
2.01 L.S. L.S. SITE CLEARING, GRADING, AND
RESTORA nON
DOLLARS &
CENTS $ ILS $
PER LUMP SUM
3.01 15 c.Y. FOUNDA nON STONE (AOBE)
DOLLARS &
CENTS $ ICY $
PER CUBIC YARD
4.01 35 C.Y. ROCK EXCA V A nON
DOLLARS &
CENTS $ ICY $
PER CUBIC YARD
BIDDER'S INITIALS
BP - 5 (R)
ITEM 4.01 ROCK EXCAVATION:
4.01.1 GENERAL DESCRIPTION
Rock excavation shall consist of the removal of all materials necessary for the
installation of the proposed precast vault and restroom not covered under Item
1.01 (Precast Concrete Restroom). Excavation, dewatering and satisfactory
disposal of all surplus or unsuitable material necessary for the construction of the
work in the locations and to the dimensions as shown on the Contract Drawings
or as directed by the Engineer, shall be in accordance with these Specifications.
The payment limit for rock excavation shall not exceed one (I ') foot clear around
the outside walls, of the vault including nine (9") inches below the bottom of the
vault as shown on the Contract Drawings.
NO BLASTING WILL BE PERMITTED ON TIDS PROJECT.
All rock in all areas shall be removed by approved mechanical means.
4.01.2 MATERIALS:
Not Applicable.
4.01.3 CONSTRUCTION MEmODS:
Rock excavation shall comprise of solid rock in the original bed or well-defined
ledges, which can only be removed by continuous blasting and/or continuous
drilling or use of jackhammers, and shall include all boulders or detached pieces
of rock one-half cubic yard or more in size. Rock which can be removed using
excavation equipment alone, will not be considered as rock excavation. Concrete
paving, or other types of permanent paving, sidewalks, walks, curb and gutters,
will not be considered as rock excavation. Frozen material will not be considered
as rock excavation. In the event that rock is encountered, the Engineer will take
cross sections of the rock uncovered. The Contractor shall not proceed with the
excavation of the material claimed as rock until this material has been cross-
sectioned and classified by the Engineer. The classification of material as "rock
excavation" will be determined by the Engineer.
Failure on the part of the Contractor to uncover such material, notify the
Engineer and allow ample time for cross-sectioning the undisturbed surface of
such material, will forfeit the Contractor's right-of-claim to any classification
other than that allowed by the Engineer for the areas of the work in which such
deposits occur.
4.01 - I
ITEM 4.01 ROCK EXCAVATION (Cont.):
A project meeting relative to the method, manner and procedure of approved
mechanical means shall be held at the site with the Engineer, the Contractor, and
representatives of all interested agencies, prior to the commencement of
operations.
If in the course of any excavation, damage or the potential thereof is occasioned
to any utility facility used in transmission or distribution of gas, electricity, water,
steam, telephone or telegraph, whether by direct contact, undermining of soil or
other support thereof, or otherwise, the person having direction or control of such
work shall promptly take all reasonable measures necessary to protect individuals
and the public from loss or the potential thereof, and shall immediately notify the
person, corporation or municipality owning or operating such utility of such
damage or potential damage to its facilities.
Neglect on the part of the person having direction or control of such works,
responsible for any damage or potential damage to such facilities (a) to promptly
take all reasonable measures or (b) to immediately notify the Owner or operator
of the utility facility involved or damaged or potential damage to his facilities,
occasioned by such person or under his direction or control, shall be a violation
of this section and constitute a misdemeanor. Nothing herein contained shall
preclude or prevent recovery of monetary damages by the Owner or operator of
the utility facility involved or by any other person suffering damage from the
disruption of utility services occasioned by excavation, blasting or other work in
the vicinity thereof.
The Contractor shall notify the Engineer after rock removal is completed. No
structure, pipe or other material shall be placed in the excavated area until the
Engineer has approved the depth of excavation and the character of the
foundation material.
The Contractor shall at all times keep the excavation free from water. The water
shall be disposed of by the Contractor to the satisfaction of the Engineer and in
accordance with the General Conditions and applicable laws and regulations.
The Contractor shall provide all necessary pumps, dams, drains, ditches, flumes,
well points and other means for excluding water and for preventing the above
earthen slopes from sliding or caving. He shall satisfactorily remove all water
which interferes with the work.
The flow from all existing sewers, drains, utility lines and water courses met with
shall be maintained and provided for by the Contractor without damage or
nuisance to other parties. All connections shall be restored.
4.01 - 2
ITEM 4.01 ROCK EXCA VA TION (Cont.):
Except where provided, no direct payment shall be made for the work of
dewatering as specified above or herein, but compensation for such work and all
expenses incidental thereto shall be considered as having been included in the
price stipulated for Item 1.01 (Precast Concrete Restroom).
The site of the work will be cleaned of all rubbish and surplus or unsuitable
materials and promptly restored to its original condition as backfilling proceeds
and work progresses. Pavements adjacent to the site of the work shall be
constantly swept so as to prevent scarring of the pavement by scattered stones.
No separate payment shall be made for clean-up.
4.01.4 MEmOD OF MEASUREMENT:
This work will be measured for payment by the actual number of cubic yards of
rock removed by mechanical means within the payment lines as indicated on the
Contract Drawings, or as directed by the Engineer.
4.01.5 BASIS OF PAYMENT:
This work will be paid for at the Contract Unit Prices per cubic yard for "Rock
Excavation" by mechanical means not to exceed one (1 ') foot clear around the
outside walls of the vault, including nine (9") inches below the bottom of the
vault as shown on the Contract Drawings. The price bid shall include the
removal and disposal of all excavated rock, and all materials, equipment, tools,
labor and work necessary for or incidental to the completion of the Item. No
rock shall be considered for payment if the Contractor fails to notify the Engineer
of its presence and allows ample time for the Engineer to cross section the rock.
4.0 I - 3