ATTENTION VENDORS
If you find that you are not interested in bidding/quoting this
particular project, please fill in this sheet and return it to:
Dutchess County Division of Central Services
27 High Street
Poughkeepsie NY 12601
We are very interested in learning why you do not bid.
BID #RFB-DCP-17-04 COMMODITY: ITEMS D-400 TO D-407, NATURAL PROCESSED
SANDS AND GRAVEL; ITEMS D-410 TO D-425, CRUSHED STONE AGGREGATE; ITEM D-1400,
GRAVEL AND D-1400B GRAVEL
VENDOR NAME
___________________________________________
CONTACT
____________________________________________
ADDRESS
____________________________________________
PHONE
__________________________ FAX ______________
For purposes of facilitating your firm’s response to our invitation to bid the County of Dutchess
is interested in hearing reasons for failure to respond. If your firm is not responding please
indicate the reason by checking all appropriate items below and returning this form to the
address above.
WE ARE NOT RESPONDING BECAUSE:
_____
Items and/or materials requested are not manufactured by us or are not available to our company.
_____
Our items and/or materials do not meet your specifications
_____
Specifications are not clearly understood or applicable
_____
Quantities too small
_____
Other
_____ too vague
_____ too rigid
____________________________________________
____________________________________________
BID #RFB-DCP-17-04
FOR
ITEMS D-400 TO D-407, NATURAL PROCESSED SANDS AND GRAVEL
ITEMS D-410 TO D-425, CRUSHED STONE AGGREGATE
ITEMS D-1400, GRAVEL AND D-1400B GRAVEL
_____________________________________________
COUNTY OF DUTCHESS
POUGHKEEPSIE, NEW YORK
INSTRUCTIONS AND INFORMATION FOR BIDDERS
Page 1 of 2
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Read all documents contained in the bid specifications.
Bidders are responsible for submitting their bids to the appropriate location at or prior to the time indicated in
the specifications. No bids will be accepted after the designated time or date indicated in the bid
specifications. It is suggested that registered mail be used to submit bids. Delay in mail delivery is not an
exception to the receipt of a bid.
Bidders are responsible for reporting, in writing, any errors in the bid specifications to the Purchasing Agent
at 27 High Street, Poughkeepsie, NY 12601.
Questions or clarifications to the technical specifications must be made in writing to the Purchasing Agent
prior to the bid opening. Such questions must be in the possession of the Purchasing Agent at least 72 hours
prior to the bid opening. Verbal questions will not be entertained.
Bidders shall indicate, on the outside of their sealed bid, the following information:
1. Title and Number of the Bid
2. Date and Time of Bid Opening
Failure to do so may result in rejection of the bid as being unresponsive.
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The following forms are necessary to be submitted as a bid, as well as any additional forms requested
in the detailed specifications:
1. CS-1 - Bid proposal form/price page(s) (except some bids, such as for the Department of Public
Works, where a separate form may be required). Such exceptions will be noted in the bid
specification.
2. CS-2 – Non-Collusion Affidavit, completed, signed and dated.
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It is not necessary to submit our technical specifications with the bid. They should be retained by the
bidder for their records.
Bidders requesting copies of bid proposals shall do so in writing and provide a stamped self addressed
envelope.
Bidders must submit one original and one copy of their bids, unless otherwise stated. The original must
be clearly marked. All bids must be filled out in ink, or be typewritten. Bids submitted in pencil will be
rejected as unresponsive. Bids which have been corrected by white out or cross out, and have not been
initialed and/or dated will be rejected as unresponsive.
The County of Dutchess is part of a group known as the "Interagency Purchasing Cooperative", which
consists of the County of Dutchess, Dutchess Community College, and 82 different schools and fire districts,
cities, towns, and villages located throughout Dutchess County. Dutchess County is also part of a group
known as the “Hudson Valley Municipal Purchasing Group” (HVMPG), which consists of the Counties of
Dutchess, Rockland and Ulster; the Town of Cortlandt; City of New Rochelle and the Pearl River School
District. Other municipal purchasing agencies in the Hudson Valley will be joining this regional system.
The prices submitted in this bid may be extended and offered to these various agencies for their
consideration. If they choose to participate in the proposal they will be submitting their own purchase
documents directly to the successful vendor(s).
Samples may be requested by the County for the purpose of product evaluation. It is understood that samples
will be provided at no charge to the County and will be returned, when requested, within 30 days after the
evaluation is completed, at the expense of the vendor. All samples left longer than 30 days after the
evaluation period will be discarded.
INSTRUCTIONS AND INFORMATION FOR BIDDERS
Page 2 of 2
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Sealed bids for Items D-400 to D-407, Natural Processed Sands and Gravel; Items D-410 to D-425,
Crushed Stone Aggregate; Items D-1400 Gravel and D-1400B Gravel will be received in the Division of
Central Services, 27 High Street, Poughkeepsie, New York 12601, on or before 11:00 a.m., May 12, 2004
and at that time and place bids will be publicly opened and read aloud.
Specifications and bid forms are attached hereto. All bids will be sealed and distinctly marked
"PROPOSAL FOR BID #RFB-DCP-17-04”.
Should the bidder find discrepancies or omissions in the specifications, he shall notify the Purchasing Agent,
at once. The Purchasing Agent will not assume responsibility for any oral instructions, or interpretations of
meaning of the specifications or other contract documents to any bidder by any person or persons.
The County of Dutchess officially distributes bidding documents from the Purchasing Office, Department of
Public Works or the Hudson Valley Municipal Purchasing Group’s Regional Bid Notification System.
Copies of bidding documents obtained from any other source are not considered official copies. Only those
vendors who obtain bidding documents from the Purchasing Office, Department of Public Works or the
Regional Bid Notification System will be sent addendum information, if such information is issued.
If you have obtained this document from a source other than the Dutchess County Purchasing Office,
Department of Public Works or the HVMPG Regional Bid Notification System it is recommended that you
obtain an official copy. You may obtain an official copy by registering on the HVMPG Regional Bid
Notification System at http://www.dutchessny.gov/.
The Purchasing Agent, and/or his designee, shall be the only one authorized to make changes or alterations to
anything contained in these specifications. Such changes shall be in writing and posted on the Dutchess
County web site.
All bids shall be made out on the proposal forms attached hereto and all the attached certificates must be
completed and signed in compliance with the provisions of the General Municipal Law.
The Purchasing Agent reserves the right to reject all bids, parts of all bids, or all bids for any one or more
supplies or contractual services included in the proposed contract, when such rejection is in the best interest
of the County. The contract will be awarded to the RESPONSIBLE BIDDER offering the best price. A
responsible bidder is a manufacturer, producer, dealer, vendor, or bona fide manufacturer's agent who has
demonstrated judgment and integrity, is of good reputation, experienced in his work, whose record of past
performance in the trade is established as satisfactory, and whose financial status is such to provide no risk to
the County of Dutchess in its contractual relations.
No bidder may withdraw a bid within forty-five (45) days after the actual date of the bid opening.
Upon acceptance of any bid, the successful bidder shall execute a contract, in accordance with the
specifications, with the County of Dutchess, State of New York.
Any bidder, contractor, or manufacturer who, in the course of his work, uses or supplies products which may
be toxic or harmful, shall provide an MSDS to the Division of Central Services and the Office of Risk
Management prior to the use of those products by the County or the contractor.
Bidders who are required to adhere to the prevailing wage schedule shall obtain and maintain a current
schedule from the New York State Department of Labor for the entire term of the contract. The County may
audit adherence to this schedule at any time during or after the contract period.
Date: April 19, 2004
SPECIFICATIONS FOR
DUTCHESS COUNTY DEPARTMENT OF
PUBLIC WORKS
ITEMS D-400 THRU D-407 (NATURAL & PROCESSED SANDS AND GRAVELS)
ITEMS D-410 THRU D-425 (CRUSHED STONE AGGREGATE)
ITEMS D-1400 GRAVEL & D-1400B GRAVEL
Bid #RFB-DCP-17-04
1.0
GENERAL DESCRIPTION
The County of Dutchess, has a requirement for the variable and undetermined quantities of the
materials listed herein. The materials furnished under the provisions of these specifications shall
conform to all current New York State Department of Transportation Design and Construction Division
Specifications for processed sands and gravel, crushed stone aggregate (fine & coarse). Material items
included within these contract specifications, and any resulting bid award, will be required for projects
associated with Highway Construction and Maintenance, and related Public Works projects and
activities.
2.0
MATERIALS CERTIFICATION
Materials test and quality control methods for the material items furnished under the provisions of these
specifications shall be in conformance with the NYS DOT specifications and procedures in effect at the
time of award of this bid. The contractor shall provide with each shipment of materials, if requested by
the County, a certified test report that the accompanying product complies with the related
specifications herein, A certified test report is a document containing a list of the materials involved,
and shall certify that the materials meet the requirements of all of the specifications. This test report
shall certified as to the date of testing and the name of the organization performing the same, and shall
be signed by an authorized agent or responsible agent for the agency, if necessary the document shall
be notarized.
3.0
DELIVERY, PRODUCTION & PRICING REQUIREMENTS
Prices quoted for the following listed material shall be NET PER U.S. TON, PER CUBLIC YARD or
PER METRIC TON AND FOB Department of Public Works Equipment at the bidders plant.
Bidders /suppliers shall bid according to the SUPPLY ZONE in which the source, plant and storage are
located.
All bids shall list and indicate the address at which the supplier has Main Offices\, and if different ,
state which address all billing, payments, order and vouchers shall be addressed.
Also, it is required that the Bidder/Supplier list the geographic location at which Bidder/Supplier
maintains a plant or supply point for the furnishing of materials covered by these specifications. The
description and listing of source or materials location, shall constitute the basis for identification of
Supply Zones. All information may be entered on sheet “SZ” of these specifications.
Bid contract awards shall be made to the lowest qualified and responsible bidders who have
demonstrated the capability of furnishing materials under the provisions of these specifications.
Orders and purchases by Dutchess County Public Works under the provisions of these
specifications, shall be in accordance with Sections 5.0 (Supply Zone) and Section 6.0 Source
Selection.
3.0
CONTRACT PERIOD
This bid contract award shall be made for the calendar year commencing June 1, 2004, and
terminating May 31, 2005. If mutually agreed between the County of Dutchess and the Contractor, the
contract or unit portion let and awarded by the County, may be extended unilaterally by the County
for an additional two (2) - twelve (12) months terms, upon notice to the Contractor with the same
terms and conditions as the original Agreement, but not limited to, quantities, prices and delivery
requirements.
4.0
SUPPLY ZONES
The general geographical area indicated for bidder supply, or Supply Zone have been developed and
continue from past practice, past performance annual maintenance requirements which are reoccurring,
and through an overview of estimated future requirements in respect to presently known local industrial
production capability and availability. However, the County of Dutchess reserves the right to ultimately
control source selection and accordingly exercise reasonable controls under the provisions of Section
6.0 Source Selection.
5.0
SOURCE SELECTION
Under this section the County of Dutchess reserves the right to select the source of supply, or select an
approved supplier for all materials covered under these specifications.
The Commissioner of Public Works, his agents and representatives, shall retain control over the
purchase and selection of all items whereas overall economy and efficiency in total project cost are the
principal considerations and objectives.
The Commissioner of Public Works, his agents or representative shall order the purchase of materials
according to the requirements of D.P.W. programs and projects, which requirements shall also include
consideration of DPW operations capabilities in terms of equipment and personnel availability.
Generally, materials shall be purchased from the approved contractor or sources located nearest to the
D.P.W. project or job site. The location of all D.P.W projects and activities shall be examined and
correlated to the distance of haul, and the most efficient transport routing
6.0
TECHNICAL SPECIFICATIONS – REQUIRED ITEMS
Gradation and Size Designation Requirements, Material Requirements
ITEM D-400 PROCESSED GRAVEL
Sub-base/Foundation COURSE 4
Graded course to fine gravel and sand; NYS DOT Standard Specifications Section 304 Sub-base
Course shall apply, NYS DOT Materials Requirements 304-2.2 Source Preparation 304-2.03,
Stockpiling 304-2.04 and test and Control Methods 304-2.01 shall apply. This item traditionally known
in the trade as “ITEM 4” gradation.
GRADATION REQUIREMENTS
U.S. Sieve Size
Percent Passing by Weight
2 Inch
100%
1/4 Inch
30-65%
No. 40
5-40%
No. 200
0-10%
_______________________________________________________________________
ITEM D-401 PROCESSED SAND
Mortar/Mason Sand
Medium to fine graded sand, NYS DOT Standard Specifications Section 703-03 shall apply
GRADATION REQUIREMENTS
U.S. Sieve Size
Percent Passing by Weight
No. 4
100%
No. 8
95-100%
No. 50
10-40%
No. 100
0-15%
_______________________________________________________________________
ITEM D-402 PROCESSED GRAVEL
¼ INCH SIZE RANGE
Screened graded fine gravel. NYS DOT Standard Specifications Section 703 and Table 703-4 shall
apply. Material Designations 703-0202 Crushed Gravel and 703-0203 Screened Gravel shall apply.
Traditional trade terminology ¼ inch Size gravel or stone.
_______________________________________________________________________
ITEM D-403 PROCESSED GRVEL
3/8 INCH SIZE RANGE
Screened graded fine gravel. NYS DOT Standard Specifications Section 703 and Table 703-4 shall
apply. Material Designations 703-0202 Crushed Gravel and 703-0203 Screened Gravel shall apply.
Traditional trade terminology 3/8 Inch size gravel or stone.
_______________________________________________________________________
ITEM D-404 PROCESSED GRAVEL
¾ INCH SIZE RANGE
Screened graded gravel. NYS DOT Standard Specifications Section 703 and Table 703-4 shall apply.
Material Designations 703-0202 Crushed Gravel and 703-0203 Screened Gravel shall apply.
Traditional trade technology ¾ Inch size gravel or stone.
______________________________________________________________________
ITEM D-405 PROCESSED GRAVEL
1 ½ INCH SIZE RANGE
Screened graded gravel. NYS DOT Standard Specifications Section 703 and Table 703-4 shall apply.
Material Designation 703-0202 Crushed Gravel and 703-0203 Screened Gravel shall apply. Traditional
trade terminology 1 ½ inch size gravel or stone.
_______________________________________________________________________
ITEM D-406 PROCESSED GRAVEL
TAILINGS
Coarse graded gravel. NYS DOT Standard Specifications Section 703 and Table 703-4 shall apply.
Material Designation 703-0202 Crushed Gravel and 703-0203 Screened Gravel. Traditional trade
terminology – gravel or stone tailings
GRADATION REQUIREMENTS
U.S. Sieve Size
Percent Passing by Weight
4 Inch
100%
2 Inch
75-95%
1 ½ Inch
45-75%
1 Inch
10-20%
_______________________________________________________________________
ITEM D-407 PROCESSED GRAVEL
COBBLES/COBBLESTONE
Coarse graded gravel. Material furnished under this item shall be natural rounded gravel particles NYS
DOT Material Designation 703-0202. The Soundness requirement for stone accepted under this item
shall be on the basis of a Magnesium Sulfate Soundness Loss after 4 cycles of 20% or less.
GRADATION REQUIREMENTS
U.S. Sieve Size
Percent Passing by Weight
7 Inch
100%
6 Inch
90-100% +/5 Inch
0-5 %
2 Inch
0-1%
_______________________________________________________________________
ITEM D-410X
CRUSHED STONE AGGREGATE ¼”
Nominal Size Range
NYS DOT Material Designation and Specification 703-0201, Table 703-4(1), Material Requirements
Section 703 shall apply, Shall meet the current NYS DOT specifications for High Friction aggregate
materials content and performance.
_______________________________________________________________________
ITEM D-411X
CRUSHED STONE AGGREGATE 3/8” Nominal Size Range
NYS DOT Material Designation and Specifications 703-0201, Table 703-4(1) Materials Requirements
Section 703 shall apply. Shall meet the current NYS DOT specifications for High Friction aggregate
material content and performance.
_______________________________________________________________________
ITEM D-412
CRUSHED STONE AGGREGATE ½”
Nominal Size Range
NYS DOT Material Designation and Specification 703-0201, Table 703-4 (1), Material Requirements
Section 703 shall apply.
_______________________________________________________________________
ITEM D-413
CRUSHED STONE AGGREGATE 5/8” Nominal Size Range
NYS DOT Material Designation and Specifications 703-0201, Table 703-4(1), Materials Requirements
section shall apply.
_______________________________________________________________________
ITEM D-414
CRUSHED STONE AGGREGATE ¾”
Nominal Size Range
NYS DOT Material Designation and Specifications 703-0201, Table 703-4(1) Materials Requirements
Section 703 shall apply.
_______________________________________________________________________
ITEM D-415
CRUSHED STONE AGGREGATE 1 ½” to 2 ½” Size Range
NYS DOT Material Designation and Specification 703-0201, Table 703-4(1) Materials Requirement
Section 703 shall apply.
_______________________________________________________________________
ITEM D-416
CRUSHED STONE AGGREGATE DESIGNED MIX 45
Course Stone Aggregate designed blend or mix, Stone Aggregate Material Designation 703-0201 shall
apply, Materials Requirements NYS DOT Section 703 shall apply. This item formerly NYS DOT, and
traditionally known in the trade as “Item 45 SY”
GRADATION REQUIREMENTS
U.S. Sieve Size
Percent Passing By Weight
1- ½ Inch
100%
1 Inch
90-100%
½ Inch
0-15%
_______________________________________________________________________
ITEM D-418 CRUSHED STONE AGGREGATE COMMON UTILTY MIX 5S
Very Coarse stone Aggregate Mix. Stone Aggregate Material Designation 703-0201 shall apply.
Materials Requirements NYS DOT Section 703 shall apply. This item formerly DC DPW - #5S Surge
Stone (Primary Surge Crusher Run)
GRADATION REQUIREMENTS
U.S. Sieve Size
Percent Passing by Weight
3 Inch
100%
1 Inch
50% Max
½ Inch
25% Max
¼ Inch
0-15%
_______________________________________________________________________
ITEM D-419 CRUSHED STONE AGGREGATE ARTIFICAL SAND/CONCRETE
Designed Mix or Blend with gradation requirements as specified. Material furnished under this item
shall conform to the requirements of NYS DOT Specifications 703-01 except as modified herein.
GRADATION REQUIREMENTS
U.S. Sieve Size
Percent Passing by Weight
3/8 Inch
100%
No. 4
90-100%
No. 8
75-100%
No. 16
50-85%
No. 30
25-60%
No. 50
10-30%
No. 100
1-10%
No. 200 (Wet)
0-3%
_______________________________________________________________________
ITEM D-420 CRUSHED STONE AGGREGATE STONE FILLING
The gradation of materials for use as a stone filling shall be specified NYS DOT Standard
Specifications Section 620-1, as follows:
FIGURE 620-1 SONE FILLING GRADATION REQUIREMENTS
_____________________________________________________________________________________
Stone Filling
See Notes
Stone Sizes
Percent of Total
Item
by Weight
_____________________________________________________________________________________
_____________________________________________________________________________________
Fine
2,3,4
Smaller than 8”
90-100
Larger than 3 “
50-100
Smaller than No. 10 Sieve
0-10
_____________________________________________________________________________________
Light
2,3,4
Lighter than 100 Lbs.
90-100
Larger than 6 “
50-100
Smaller than ½”
0-10
_____________________________________________________________________________________
Medium
2,4
Heavier than 100 Lbs.
50-100
Smaller than 4”
0-10
_____________________________________________________________________________________
Heavy
2,4,5
Heavier than 600 Lbs
50-100
Smaller than 6”
0-10
_____________________________________________________________________________________
NOTES:
1.
Stone sizes other than weights, refer to the average of the maximum and minimum dimensions of a stone particle as estimated by the Engineer.
2.
Materials shall contain less than 20% of stones with a ratio of maximum to minimum dimension greater than three.
3.
Air cooled blast furnace slag, cobbles of gravel having at least one fractured face per particle are acceptable substitutes for stone under these
items, provided that soundness and grade requirements are met.
4.
Materials shall contain a sufficient amount of stones smaller than the average stone size to fill the spaces between the larger stones.
5.
Heavier gradings of this item may be required on some projects, in case the requirements will be stated on the plans or in the proposal.
__________________________________________________________________________________________________________
ITEM D-421 CRUSHED STONE AGGREGATE
SUBBASE/FOUNDATION 4
Course and Fine Stone Aggregate Mix, uniform gradation specified for Type 2 and 4. NYS DOT
Standard Specifications for Section 304-2.02 Crushed Stone shall apply. This item formerly NYS DOT,
and traditionally known in the trade as “ITEM 4” gradation.
GRADATION REQUIREMENTS
U.S. Sieve Size
Percent Passing By Weight
2 Inch
100 %
¼ Inch Type 4
30-65%
¼ Inch Type 2
25-60%
No. 40
5-40%
No. 200
0-10%
_______________________________________________________________________
ITEM D-422 CRUSHED STONE AGGREGATE MORTAR SAND
NYS DOT Standard Specification 703-03 Mortar Sand shall apply. Materials Specification 703-01 for
fine aggregate shall apply except as modified herein.
GRADATION REQUIREMENTS
U.S. Sieve Size
No. 4
No. 8
No. 50
No. 100
Percent Passing By Weight
100%
95-100%
10-40%
0-15%
NOTE: Concrete sand , material specification 703-07 will be permitted as an alternate to mortar sand.
_________________________________________________________________________________________________________
ITEM D-423 CRUSHED STONE AGGREGATE CUSHION SAND
NYS DOT Standard Specification 703-06 Cushion Sand
GRADATION REQUIREMENTS
U.S. Sieve Size
Percent Passing by Weight
¼ Inch
100%
No. 50
0-35%
No. 100
0-10%
______________________________________________________________________
ITEM D-424 CRUSHED STONE AGGREGATE STONE SCREENINGS
Crushed Stone Aggregate – Common Stone Screenings. NYS DOT Standard Spec., Section 703, Table
703-4(1) shall apply.
______________________________________________________________________
ITEM D-425 CRUSHED STONE AGGREGATE MICRO PAVING DESIGN MIX
Design Mix or blend with gradation requirements as specified. Material furnished under this item shall
conform to the requirements of NYS DOT Specification 703-01 except as modified herein. Shall meet
the current NYS DOT Region 8 Specifications for High Friction aggregate content and performance.
GRADATION REQUIREMENTS
U.S. Sieve Size
3/8 Inch
No. 4
No. 8
No. 16
No. 30
No. 50
No. 100
No. 200
½ Inch
¼ Inch
Screenings shall include all material passing ¼ inch screen
Percent Passing by Weight
100%
70-90%
45-65%
30-50%
19-34%
12-25%
7-18%
4-12%
100%
90-100%
NEW YORK STATE
DEPARTMENT OF TRANSPORTATION
703-4
SIZES OF STONE, GRAVEL AND SLAG
_______________________________________________________________________
Screen Sizes
____________________________________________________________________________________
Size
4”
3”
2 ½”
2”
1 ½”
1”
½”
¼”
1/8”
No. 80 No. 200
Desig._________________________________________________________________________________
Screening _
_
_
_
100
90-100
0-1.0
____________________________________________________________________________________________________________
1B
_
_
_
_
_
100
90-100
0-15
0.10
____________________________________________________________________________________________________________
1A
_
_
_
_
_
_
100
90-100
0-15
_
0-1.0
____________________________________________________________________________________________________________
1ST
_
_
_
_
_
_
100
0-15
_
_
0-1.0
____________________________________________________________________________________________________________
1
_
_
_
_
_
100
90-100
0-15
_
_
0-1.0
____________________________________________________________________________________________________________
2
_
_
_
_
100
90-100
0-15
_
_
_
0.1.0
____________________________________________________________________________________________________________
3A
_
_
_
100
90-100
0-15
_
_
_
_
0-0.7
____________________________________________________________________________________________________________
3
_
_
100
90-100
35-70
0-15
_
_
_
_
0.07
____________________________________________________________________________________________________________
4A
_
100
90-100
_
0-20
_
_
_
_
_
0.07
____________________________________________________________________________________________________________
4
100
90-100
_
0-15
_
_
_
_
_
_
0.07
___________________________________________________________________________________________________________
5
90-100
0-15
_
_
_
_
_
_
_
_
0.07
___________________________________________________________________________________________________________
(1)
(2)
(3)
Percentage by weight passing the following square openings
Screening shall include all of the fine material passing a ¼” screen
The minus 200 material requirements applies only to aggregate for use in porttland cement concrete surface treatrments cold mix
bituminous pavements and underdrain filter material. The test (NYSDOT 201) will be performed on the entire sample of the designated
size aggregate. Primary size does not apply in the determination of the minus 200 material
All crushing plants shall be fitted with trailing chutes so that no aggregate will reach the bins other than that which passes through the proper
screens.
ITEM D-1400 (VENDOR LOADED) D-1400B (D.P.W. LOADED)
All rock and stone fragments shall be generally rounded. Materials consisting of flat, sharp or jagged
stones will not be accepted. The desired material common term in the trade is called “Run of Bank
Gravel” or “Bank Run Gravel”. The Run of the Bank, generally, shall be a natural glacial deposit
material recovered from the Hudson Valley Lowland areas of the New England Upland areas within
Dutchess County. For purposes of this part of the specification, Run of Bank Gravel classification shall
apply to, or include any granular rock and soil mixture that consists of any suitable uniform gradation of
rock, sand and silt size particles.
D-1400 Vendor Loaded and D-1400B D.P.W. Loaded
All rock ad stone fragments shall be generally rounded. Materials consisting of flat, sharp or jagged
stones will not be accepted, the stone shall be durable, sound, and of good quality.
The gravel mixture shall be clean, granular and of uniform consistency of gradation. Diligent care shall
be exercised to exclude occasional oversize stones or boulders from the final product. The
Commissioner of Public Works or his designated representative reserves the right to exercise the final
determination as to the acceptability or suitability of materials which fall within the following general
gradation range:
SIEVE SIZE
PERCENT PASSING (wgt)
6”
¼”
#200
100%
30-80%
0-15%
The material shall be free of clay or silt lumps. Reasonable care shall be exercised to exclude silt or clay
lumps from the final product.
The contractor or supplier shall insure that all topsoil or overburden soil has been removed or isolated
from the working face area or supply source. Materials with miscellaneous vegetation, unsuitable
organic or overburdened soils, will not be accepted.
The contractor or supplier shall be responsible for conforming to all Federal, State and Local Laws
applicable to the mining operation and location, as well as transportation.
The prices quoted for the listed materials shall be NET per U.S. Ton, U.S. Cubic Yard, or Metric Ton –
and FOB Department of Public Works Equipment at the bidders plant.
Item D-1400 bid price shall include all costs necessary to furnish material including loading into D.P.W.
transport equipment.
Item D-1400B shall include all cost necessary to furnish the basic material, this unit price shall be as if
loaded by Dutchess County DPW Equipment.
ITEM D-1400
ITEM D-1400B
R.O.B. Gravel
R.O.B. Gravel (Loaded by D.P.W. Equipment)
SUPPLY ZONE IN WHICH PLANT/SOURCE IS LOCATED
____________TOWNSHIP
SUPPLY ZONE IDENTIFICATION (SHEET “SZ”) KNOWN APPROVED SOURCES
CONTRACT SUPPLY ZONES
(* Indicate which) Use separate sheets if approved plants/sources are located at more than one location
(only list Township where approved plant/source is located)
Zone Area Location-Vicinity
A
BM
CL
DR
EF
FK
HP
L
M
NE
Other
(Towns) Amenia
Beekman
Clinton
Dover
East Fishkill
Fishkill
Hyde Park
LaGrange
Milan
Northeast
___________________
Zone Area Location-Vicinity
PP
PV
PK
RH
RB
ST
UV
WP
WS
PA
(Towns) Pine Plains
Pleasant Valley
Poughkeepsie,
Red Hook
Rhinebeck
Stanford
Union Vale
Wappinger Falls
Washington
Pawling
_____________________________________________________________________________________
_____________________________________________________________________________________
Supplier/Company Name: _______________________________________________________________
(Main Office)
_______________________________________________________________
Billing/Orders Address: ________________________________________________________________
U.S.G.S – Grid Coordinates (i.e. correlation to NYSDOT and NYS Geological Survey)
______________________________________________________________________________________
Item’s
Unit Price Bid – Net Per Measure – U.S. Cubic Yard, or U.S. Ton, or Metric Ton should
be entered on the following page(s).
BID PROPOSAL SHEETS
Page CS-1
Section(s) D-400 through D-407
Bid # RFB-DCP-17-04
Name of Bidder: ________________________________________________________
(Please Print)
Address: _______________________________________________________________
_______________________________Phone: (
) ____________________________
Name of Contract Person: ________________________________________________
In conformance with the attached specifications, please answer all questions.
The undersigned, having carefully examined the appropriate Specification Number
____________________ dated ____________________,does hereby agree to furnish to the County
of Dutchess, F.O.B., at the bidders source supply location, the following items at the price(s)
indicated:
_____ ________________________________________________________________
SCHEDULE OF ITEMS D-400 THRU D-407
UNIT___________
_Item D-400 Processed Gravel Course 4
____
Item D-401 Processed Sand Mortar/Mason Sand______________________________
Item D-402 Processed Gravel ¼” Range____________________________________
Item D-403 Processed Gravel 3/8” Range____________________________________
Item D-404 Processed Gravel ¾” Range____________________________________
Item D-405 Processed Gravel 1 ½” Range___________________________________
Item D-406 Processed Gravel Talings ______________________________________
Item D-407 Processed Gravel Cobbles/Cobblestone____________________________
Supply Zone in which the SOURCE, PLANT and STORAGE are LOCATED: _______
______________________________________________________________________
Signature of bidder: ______________________________________________________
BID PROPOSAL SHEETS
Section(s) D-410X through D-425
BID # RFB-DCP-17-04
CS-1
______________________________________________________________________
SCHEDULE OF ITEMS D-410 THRU D-424
UNIT
__________
Item D-410X – 1/4inch size range__________________________________________
Item D-411X – 3/8 inch size range_________________________________________
Item D-412 _ ½ inch size range__________________________________________
Item D-413
5/8 inch size range_________________________________________
Item D-414
¾ inch size range__________________________________________
Item D-415
1 ½ inch – 2 ½ inch size range_______________________________
Item D-416
Designed Mix 45_________________________________________
Item D-418
Common Utility Mix 5S____________________________________
Item D-419
Artificial Sand/Concrete Sand_______________________________
Item D-420
Stone Filling Fine_________________________________________
Item D-420
Stone Filling Light________________________________________
Item D-420
Stone Filling Medium______________________________________
Item D-420
Stone Filling Heavy_______________________________________
Item D-421
Subbase/Foundation Course 4_______________________________
Item D-422
Mortar Sand_____________________________________________
Item D-423
Cushion Sand____________________________________________
Item D-424
Stone Screenings_________________________________________
Item D-425
Micro Paving Design Mix__________________________________
Supply Zone: In which the SOURCE, PLANT and STORAGE are LOCATED: ______
______________________________________________________________________
Signature of Bidder: _____________________________________________________________
BID PROPOSAL SHEETS
Page CS-1
Section(s) D-1400 through D-1400B
BID # RFB-DCP-17-04
________________________________________________________________________
SCHEDULE OF ITEMS D-1400 & D-1400B
UNIT
Item D-1400 Run of the Bank Gravel________________________________________
Item D-1400B Run of the Bank (D.P.W. Loaded)
________________________
Supply Zone: In which the SOURCE, PLANT and STORAGE are LOCATED: _______
_______________________________________________________________________
Signature of Bidder:_______________________________________________________________
Non-Collusion Affidavit
Bid #RFB-DCP-17-04
Items D-400 to D-407, Natural Processed Sands and Gravel
Items D-410 to D-425, Crushed Stone Aggregate
Item D-1400, Gravel and D-1400B Gravel
As required by Section 139-d of the New York State Finance Law, the bidder certifies that:
(a)
the bid has been arrived at by the bidder independently and has been submitted without collusion
with any other vendor of materials, supplies, or equipment of the type described in the invitation
for bids, and
(b)
the contents of the bid have not been communicated by the bidder, nor, to its best knowledge and
belief, by any of its employees or agents, to any person not an employee or agent of the bidder or
its surety on any bond furnished herewith prior to the official opening of the bid. The signature
of the Contractor to this contract shall be deemed a specific subscription to the certificate
required pursuant to Section 139-d of the State Finance Law and the Contractor affirms that the
statements therein contained are true under the penalties of perjury."
(c)
no attempt has been made or will be made by the bidder to induce any other person, partnership
or corporation to submit or not to submit a bid for the purpose of restricting competition.
Signed ____________________________
By
____________________________
(President)
Dated ___________________
Bid submitted by:
_____________________________________________
_____________________________________________
_____________________________________________
_____________________
Phone #
CS-2
__________________
Fax #