BOARD OF COMMISSIONERS OF THE PORT OF NEW ORLEANS

Transcription

STATE PROJECT NO. 578-36-0014(322)
PURCHASING DEPARTMENT
1350 PORT OF NEW ORLEANS PLACE
2ND FLOOR ROOM 240
NEW ORLEANS, LOUISIANA 70130
OR
P.O. BOX 60046
NEW ORLEANS, LOUISIANA 70160
Sharon Reames
Purchasing Agent
Phone. (504) 528-3345
PROPOSAL FOR SUPPLIES OR SERVICE
THIS IS NOT AN ORDER
Please return this proposal in self-addressed envelope enclosed, duly signed, by 10:00
o'clock a.m. local time Thursday, November 29, 2007 when all bids will be publicly
opened. Only UNIT AND TOTAL PRICES shall be entered opposite each item below
on which you are prepared to bid for delivery, free of charge, to SEE BELOW
IMPORTANT - THE TERMS AND CONDITIONS OF THIS PROPOSAL
MUST BE COMPLIED WITH AND ALL BLANK SPACES MUST BE FILLED IN,
OTHERWISE, BID WILL BE REJECTED.
Alabo Street Terminal Improvements
Wharf Pile Procurement
SUPPLIER'S BID
This proposal covers furnishing, delivering to, and the unloading demurrage at the
Alabo Street Wharf in New Orleans, Louisiana, the following Piles.
PILE DELIVERY
Item No.
S-001
S-002
Quantity
Required
and Unit
101
each
41
each
Articles
Steel Piles (16” O.D.)
(145 FT Long)
Steel Piles (16” O.D.)
(162 FT Long)
Unit price
Dollars. Cts.
Extension
Dollars. Cts
. ____
____._____
______._____ _____._____
Unit price shall be quoted on all items and this price rather than the
extension shall govern in the event of an error in extension or addition.
We agree that the Board may increase or decrease any or all of the
quantities herein above listed, in any amount up to twenty-five percent (25%) of the total
sum to be paid under the contract, without any change in the unit price bid.
DO NOT INCLUDE ANY TAXES IN PRICE QUOTED ABOVE.
Price quoted shall be f.o.b. rail, barges or truck, job site, as further
described herein and below:
At the Alabo Street Terminal on the east bank of the Mississippi River in
New Orleans, Louisiana.
Supplier shall be responsible for all delivery arrangements and shall
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adhere to all Federal, State and local truck, rail and barge regulations.
Bidder must submit bid for the entire order. Partial bid will not be accepted.
Bidder agrees that this bid shall be binding pending award of contract for a
period of thirty (30) calendar days after date of opening bid. However, the Board and the
lowest responsible bidder, by mutual written consent, may agree to extend the deadline
for award by one or more extensions of thirty calendar days.
Bidders who qualify their bids by taking exceptions to these
specifications may be deemed non-responsive.
Board reserves the right to reject all bids, or to reject any bid not
conforming to these specifications.
STEEL PIPE PILES
PART 1 - GENERAL
1. SCOPE
The work covered by this section consists of furnishing all plant, equipment,
transportation, labor, and material, and performing all operations in connection with
furnishing partially coated steel pipe piles in accordance with these specifications and
as shown on the Contract Drawings.
2. APPLICABLE PUBLICATIONS
American Society for Testing and Materials (ASTM) Standards, Latest Editions
A 36
Structural Steel
A 252
Welded and Seamless Steel Pipe Piles
3. QUALITY CONTROL
The Supplier shall establish and maintain quality control for pile fabrication operations to
assure compliance with Contract Specifications and Drawings and maintain records of
his quality control for all fabrication operations including, but not limited to data on
fabrication tolerances, welding, and coatings.
4. SUBMITTALS
Steel pipe pile mill certificates and coating designs shall be submitted for Engineer’s
approval.
PART 2 - PRODUCTS
5. MATERIALS / DELIVERY / HANDLING
5.01 Materials
Sixteen (16) inch O.D. x 3/8 inch wall thickness pipe piles cut to lengths as indicated
on the drawings and coated as indicated on the drawings with a fusion bond epoxy
shall be furnished. Steel pipe piles shall be electric welded butt seam pipe and shall
conform to the latest edition of ASTM A 252. Piles shall be grade 2 (36 ksi) steel.
Piles shall be furnished with a length tolerance of minus one-half (½) inch and plus
six (6) inches.
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5.02 Pile Coating
Pipe piles shall be coated with a fusion bond epoxy, "Pipeclad 2000" by Valspar,
Inc.(1136 Fayette Street, North Kansas City, MO 64116; Phone: (816) 421-7400;
FAX: (816) 855-7188) or approved equal. Refer to “COATINGS” for more details.
Finished coating shall be generally smooth, glossy and free of sharp protuberances
which could be removed by passage through abrasive soil or stone. During
unloading when the piles are inspected by the Engineer or a representative of the
Engineer, a minor amount of sags, or curtaining which does not exceed two percent
(2%) of the surface will not be considered cause for rejection unless they present
sharp edges which might cause removal against sharp objects when driving.
5.03 Delivery Schedule
The Supplier shall furnish to the Board confirmation of the delivery schedule
within ten (10) calendar days after Notice of Award date and indicate means of
delivery- barge, rail or truck.
The supplier shall include in his proposal the cost at following unloading demurrage
times; two (2) days for railcars, seven (7) days for barges, and one (1) day for trucks.
Supplier shall bear all costs for keeping the carriers at the site for the duration of
said time periods.
Any deviation (either acceleration or extension of time) from the delivery schedule
submitted to the Engineer by the Supplier for the piles that results in any additional
cost to the supplier of the pipe piles in order to accommodate a revised schedule
shall be borne solely by the Supplier.
The Board reserves the right to extend the delivery schedule to coordinate with
the Board’s pile installation contractor. The Supplier shall stockpile finished piles
in a bonded yard until ready for shipping. Upon receipt of directions from the
Board, the Supplier will ship within the schedule provided by the Board.
5.04 Delivery and Unloading of Piles
All handling equipment shall be properly padded. Pipe pile supplier shall be
responsible for the proper loading and shipping of piles. Inspection will not be made
until the piles are unloaded. All deliveries shall be unloaded and stock piled by the
Board’s Contractor. During unloading operations at the delivery site, piles and pile
coating shall be inspected by the Engineer.
5.05 Handling
Contractor shall provide appropriate measures to reduce bending stresses as he
deems necessary and is responsible for delivering straight pipe.
Finished pipe piles shall be truly straight with pipe walls parallel to axis of pipe. Any
pipe pile with a deviation in straightness exceeding one-eighth (1/8) inch measured
at any point from any perpendicular to a ten (10) foot long straightedge placed at
any point on the pile parallel to the pile axis shall be rejected and replaced by the
Contractor at no cost to the Board.
Work will proceed in accordance with the following specifications to ensure that the
piles are placed with coating intact and undamaged.
A.
Handling
1.
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Slings with padded hooks shall be used to prevent damage which
can occur from the sharp edge of the hooks if they are allowed to
slam against the piles.
Page 3 of 23
2.
B.
Storage while in fabrication and transit.
1.
Piles shall be stacked with cross spacer between piles rather than
nesting.
2.
Piles shall not be stored directly on the ground.
3.
Piles shall not be stacked more than approximately sixty inches
high.
4.
C.
Care shall be exercised to avoid slamming the end part of a pile
into the coating of the adjacent pile when loading, stacking, or
unloading.
Adequate padding shall be furnished and used by the Contractor to
avoid damage to coating when stacking piles.
Offloading
1. Deliveries will be accepted only between the hours of 7:00a.m. and
3:00 p.m., Monday through Friday.
2. No deliveries will be accepted during holidays.
3. Supplier to provide 48 hours notice to the board’s
expected time of delivery.
5.06
contractor of
Welded Splices of Pipe Piles and Welding Coated Piles
All welded splices shall be as specified and as shown on the Contract Drawings. A
maximum of three welded splices per pile shall be permitted. Splices shall be limited
to non coated areas.
All welds shall be full penetration welds and shall develop the full strength of the
members joined as shown on the Contact Drawings. The Supplier shall provide and
use backing rings for all circumferential butt welds in steel pipe piles. These rings
shall be type CCC, carbon steel, ASTM A-109 as manufactured by Robvon (P.O.
Box 307, Factoryville, PA. 18416; Phone: 1-800-526-4392; FAX: (570) 945-3806) or
approved equal.
The Supplier shall use electrodes and procedure to produce strong, sound, right and
full penetration welds following procedures recommended by the ring manufacturer.
Welding shall meet the current requirements of the American Welding Society, the
American Institute of Steel Construction or other recognized authority acceptable to
the Engineer, as they apply to the work being done.
Prior to welding, even on test welds, each welder shall show that he has been
certified for similar work in accordance with AWS requirements and shall
demonstrate his ability to make a complete satisfactory weld of the kind to be used
by him. Acceptability of welders will be determined by visual inspection of the
sample weld, and by other additional testing in accordance with usual procedure.
In all cases, tests shall include also the complete procedure involved in cutting and
preparing edges as well as welding, all done under the same conditions and in the
same relative positions as employed on the actual job. All cost of qualification of the
procedure, and of both qualified and rejected welders, shall be paid by the
Contractor.
Coated portion of the piles shall be protected from weld spatter. Welding grounds
shall not be placed on the coated portion of the pile. The coated portion damaged
by the welding operation, shall be repaired in accordance to paragraph 6.02 of this
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section.
The Engineer may stop the work of any welder, and take such measures as are
necessary for its adequate correction, whenever it is apparent that a welder is not
preparing or performing his work correctly and in accordance with these
specifications, not only in regard to the workmanship but also to the proper location
and dimensions of the weld.
If the Engineer wishes to spot check the work, the Supplier shall remove a portion
containing the weld from any assembled pile, including six (6) inches each side of
the welded joint, between planes perpendicular to the pile axis, to permit accurate
re-assembling by the Contractor. If the weld is defective, the Supplier’s cost in
cutting out the band, for testing and rewelding the pile will not be allowed; but if the
weld is satisfactory, the Board will assume these costs.
Other methods of checking welds may be ordered and paid for by the Board, when
and as required by the Engineer at his discretion.
At Board's option, nondestructive testing by any method(s) which, in the judgment of
the Board, may be required to establish the soundness of any or all welds (in
accordance with American Welding Society STRUCTURAL WELDING CODE
A.W.S. D1.1, latest edition, shall be at the Contractor's cost, if weld is found to be
defective, but otherwise such nondestructive testing cost will be paid for by the
Board.
Welding equipment and electrodes shall be appropriate for securing required
strength and good workmanship. Down hand welding shall be used unless other
procedures are permitted by Engineer. Additional preparation of edges for welding
if needed shall be done by the welder.
Supports, holding devices and turning rigs, if needed, for making butt welds shall
maintain true alignment. Deposition of weld metal around periphery shall be
uniform, or balanced to avoid warpage. If a table is used, it shall retain the piles in
true alignment for their entire lengths without the use of shims. Tables shall be in
true alignment and shall be approved by Engineer before the beginning of welding
and be checked periodically and maintained in true alignment to the satisfaction of
the Engineer.
PART 3 - EXECUTION
6. UNLOADING AND STOCKPILING
6.01 Stockpiling of Piles
Board’s Contractor shall unload and stockpile pipe piles near the Alabo Street Wharf
on the Mississippi River. The Engineer shall provide location where stockpiling shall
occur. Supplier shall adhere to delivery unloading, and handling procedures as
described in paragraphs 5.03, 5.04 and 5.05 above.
6.02 Repair to Coating
Board’s Contractor shall be held responsible for damages caused by his handling,
unloading and stockpiling of all pipe piles subject to coating and prior to delivery at
unloading which were deemed acceptable by the Engineer at the time of unloading.
7. MEASUREMENT AND PAYMENT
Measurement for payment of all plant, labor, material, equipment and transportation
required for the furnishing, handling, unloading, stockpiling, coating, repairs to coating,
and all other work incidental to acceptably delivering and stockpiling partially coated
steel pipe piles shall be per pile furnished and stockpiled.
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Payment for furnishing and stockpiling partially coated steel pipe piles shall be included
in the contract unit price bid per pile for Item No. S-001 – Steel Pipe Piles (16” O.D.)
(145 Ft Long) and Item No. S-002 – Steel Pipe Piles (16” O.D.) (162 Ft Long) which
price and payment shall be full compensation for furnishing all plant, labor, equipment
and all other incidentals, including pile coating and transportation.
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COATINGS
PART 1 - GENERAL
1. SCOPE
The work covered by this section of the specifications consists of furnishing all plant,
labor, equipment, appliances, and materials and performing all operations in connection
with preparation of surfaces and application of paint and other specified coating
materials. This work shall be accomplished in complete and strict accordance with the
specifications and the applicable drawings and shall be subject to the terms and
conditions of the contract.
2. QUALITY CONTROL
2.01 General
Primers and undercoat coatings shall be produced by the same manufacturer as
the final coat.
The Contractor shall establish and maintain quality control for painting operations
to assure compliance with contract specifications and maintain records of his
quality control for all construction operations including but not limited to the
following:
1.
Cleaning and preparation of surfaces.
2.
Coating and formulation.
3.
Number of coats and rates of application.
4.
Protection of coated surfaces.
5.
Safety and Industrial Hygiene Monitoring.
All materials delivered to the project site shall be in original sealed and labeled
containers of the coating manufacturer. Coatings shall be applied during good
application weather. Air and surface temperatures shall be within limits
prescribed by the manufacturer for the coating being applied and work areas
shall be reasonably free of airborne dust at the time of application and while
coating is drying.
Manufacturer's representative shall be available to advise Contractor on proper
application techniques and procedures.
3. DEFINITIONS AND NOMENCLATURE
3.01 Paint
The term "paint" as used herein includes emulsions, enamels, paints, stains,
varnishes, sealers, and other coatings, organic or inorganic, whether they be
used as prime, intermediate, or finish coats. This definition does not include
troweled or sprayed-metal coatings.
3.02 Shop Painting
The term "shop painting" as referred to herein and/or on the drawings covers
surface preparation and painting operations conducted in a shop, mill, or plant,
before shipment of paint-receiving items to the project site.
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3.03 Field Painting
The term "field painting" as referred to herein and/or on the drawings covers
surface preparation and painting operations conducted at the project site. Apply
coating only under the following prevailing conditions:
1.
The air and surface temperatures are not below 50°F or above 120°F.
2.
Relative humidity is not above 85 percent and the surface temperature is
at least 5°F above the dew point.
3.04 Touchup Painting
The term "touchup painting" refers to the application of paint on small areas of
painted surfaces to repair mars, scratches, and other defects where the coating
has deteriorated in order to restore the coating to an unbroken condition.
3.05 Repainting
The term "repainting" designates the cleaning and recoating with the same or
similar materials originally used on extensive areas on which the existing
coatings have deteriorated or otherwise have not provided adequate protection.
3.06 Surface Not to be Painted
Paint shall not be applied to grease fittings, rubber, corrosion-resisting steel, nonferrous finishes or machined surfaces. Walls, equipment, fixtures and all other
items in the vicinity of the surfaces being painted shall be maintained free of
damage by paint or painting activities. Prompt clean-up of any paint spillage and
prompt repair of any painting activity damage shall be required.
4. APPLICABLE PUBLICATIONS
4.01 American Society for Testing and Materials (ASTM) Publications
ASTM B 117
Salt Spray
ASTM A 123-7B
Zinc (Hot Galvanized) Coatings on Products Fabricated from
Rolled, Pressed, and Forged Steel Shapes, Plates, Bars and
Strips.
ASTM B 6
Galvanizing
ASTM A 153-82
Zinc Coating (Hot Dip) on Iron and Steel Hardware
ASTM D 3359B
Adhesion
ASTM D 4060
Abrasion
ASTM D 4541
Adhesion
ASTM D 4585
Humidity
ASTM G 14
Impact
5. SUBMITTALS
5.01 Coatings
Contractor shall submit to the Engineer a manufacturer's certificate of compliance
and certified test reports confirming compliance prior to the use of any coating
REQ 046754
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materials as well as manufacturer's descriptive data fully describing each product
to include solids by volume. Include manufacturer's recommendations for mixing,
thinning and curing. Color charts shall be submitted to the Engineer, when
applicable. For establishing product performance, the coatings of Valspar, Inc.,
3M, Dupont Nap-Guard Pipe Coatings, and Sigma Coatings are listed herein.
Products of equal compliance with performance standards specified herein may
be used after manufacturer's certificates of compliance and certified test reports
confirming compliance are submitted by the Contractor for the Engineer's review.
5.02 Shop Drawings
Shop drawings, prepared by the Contractor, shall be approved by the
Engineer prior to commencement of the work. The list of shop drawings
shall include, but not necessarily be limited to:
a.
Fusion Bond Epoxy Coating Materials.
b.
Backing Ring.
c.
Steel pipe pile including splice locations.
d.
Epoxy Coating Repair Material.
6. SAMPLING, TESTING, STORAGE
6.01 General
Upon request of Engineer, Contractor shall submit two - one (1) quart samples of
the required batch. Batches of paint which the Contractor proposes to use shall
be stored in an approved shelter on the project site or segregated at the source
of supply sufficiently in advance of need to allow thirty (30) days for possible
sampling and testing. The Contractor shall notify the Engineer when the paint is
available for sampling. Sampling of each batch will be witnessed by a
representative of the Engineer unless otherwise specified or directed. Samples
of paint submitted for approval shall be clearly labeled to indicated formula or
specification number and nomenclature, batch number, batch quantity, color,
date made and applicable project contract number. Where specifically indicated
herein or where indicated in a standard specification for a finished product,
separate samples of ingredient materials shall be furnished. The ingredient
samples shall be clearly identified by commercial name, trade designation,
manufacturer, batch or lot number and such other data as may be required.
6.02 Adhesion Test
All coal tar epoxy coatings are subject to the following bond test. The edges of a
1 inch square shall be cut completely through the coating, and if a small knife
blade (Not wider than d inch) inserted under the coating can freely lift the coating
within the 1 inch square, the bond shall be considered defective. Bond tests
shall be made after the coating has thoroughly cooled, approximately 3 to 24
hours after coating depending on ambient temperatures.
Additional bond tests shall be made at the request of Board's Engineer. If the
additional tests show satisfactory bond, they shall be paid for by the Board, but if
coatings are found defective, the additional tests shall be at Contractor's
expense.
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PART 2 - PRODUCTS
7. MATERIALS
7.01
Fabrication Shop Coatings
a.
Fusion Bond Epoxy for Steel Pipe Pile
Pipe piles shall be coated with a fusion bond epoxy, "Pipeclad 2000" by
Valspar, Inc. (1136 Fayette Street, North Kansas City, MO 64116; Phone:
(816) 421-7400; FAX: (816) 855-7188), Scotchkote 206N by 3M, Napgard
7-2500 by Dupont Nap-Guard Pipe Coatings or approved equal.
7.02
After Erection Inaccessible Surfaces for Painting
Surfaces which will be inaccessible after erection shall be treated and primed
prior to erection, using two (2) coats of the designated primer. Such inaccessible
surfaces are defined as those surfaces that are concealed after erection or
installation. Surfaces of steel to be embedded in concrete shall not be painted.
Succeeding coats of the same type and/or color of paint shall vary sufficiently
from the color or the preceding coat to permit ready identification. Damaged
painting shall be retouched before the succeeding coat is applied. Finished
surfaces shall be smooth, even, and free from defects. The number of paint
coats specified shall be in addition to the shop-priming coats.
a.
Fusion Bond Epoxy for Steel Pipe Pile Touch-Ups
Sigma 7490 Solvent free Armour Compound or the coating material shall
be a 100% solids, heat curable, thermosetting dry powdered epoxy
coating suitable for repairing piles coated with "PIPECLAD 2000" as
manufactured by Valspar, Inc.
PART 3 - EXECUTION
8. CLEANING AND PREPARATION OF SURFACES TO BE PAINTED
8.01 General
Surfaces to be coated shall be clean before applying coating or surface
treatments. The removal of oil and grease shall, in general, be accomplished
with mineral spirits or other low-toxicity solvents having a flashpoint above 100° F
or other suitable chemical cleaner before any mechanical cleaning is started.
Solvent cleaning shall be done with clean cloths and clean fluids to avoid leaving
a thin film of greasy residue on the surfaces being cleaned. Cleaning and
painting shall be so programmed that dust or other contaminants from the
cleaning process do not fall on wet, newly painted surfaces, and surfaces not
intended to be painted shall be suitably protected from the effects of cleaning and
painting operations. Welding in the vicinity of, previously painted surfaces shall
be conducted in a manner to prevent weld spatter from striking the paint and to
otherwise reduce coating damage to a minimum; paint damaged by welding
operations shall be restored to original condition. Machinery shall be protected
against entry of blast abrasive and dust into working parts. Surfaces to be
painted that will be inaccessible after construction, erection, or installation
operations are completed shall be painted before they become inaccessible.
Examine surfaces to be coated and report conditions that would adversely affect
appearance or performance of coating systems and which cannot be put into an
acceptable condition by preparatory work specified herein. Do not proceed with
surface preparation and application until surface is acceptable.
Dislodge dirt, rust, and other dry material by scraping or brushing. Remove dust
REQ 046754
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and loose material by brushing, sweeping, vacuuming or blowing with highpressure air. Remove oil, wax and grease by scraping off heavy deposits and
cleaning with mineral spirits or a hot suitable chemical cleaning solution followed
by a water rinse.
Verify that surfaces to be coated are dry, clean and free of dust, dirt, oil, wax,
grease or other contaminants.
8.02 Ferrous Surfaces
8.02.01 Subject to Immersion
Ferrous surfaces subject to periods of immersion shall be dry blast
cleaned as recommended by the coating manufacture’s recommendation
or as a minimum to a grade approaching White Metal grade which shall be
in accordance with SSPC-SP 10, "Near White Blast Cleaning", latest
revision except that a limited relaxation from the uniform White Metal
grade of surface cleanliness will be permitted, as described below. The
metal shall be cleaned to such a degree that if a large surface were
divided approximately into six (6) inch squares, at least seventy-five
percent (75%) of the subdivisions would meet the White Metal grade of
cleanliness and the remaining subdivisions would be randomly distributed.
Within these small, randomly distributed areas a minor relaxation from
White Metal cleanliness will be permitted, consisting only of very slight
shadows, stains, and discolorations stemming from very thin, adherent,
sparsely scattered residues of mill scale and corrosion products. No
relaxation from the White Metal grade will be permitted on surface
irregularities such as edges, interior angles, welds, rivet lines, and
junctions of joining members. The overall blasting effort expended shall
be not less than two-thirds (b) of that which would be required to
accomplish the White Metal grade of cleanliness on the specific surfaces
involved, but this limitation shall not be construed as a waiver of any of the
requirements above. Weld spatter not dislodged by blasting shall be
removed with impact or grinding tools. Surfaces shall be dry at the time of
blasting. Blast cleaning to a grade approaching White Metal shall be done
in the field and, after final erection, unless otherwise specifically
authorized. Within eight (8) hours after cleaning and/or, prior to the
deposition of any detectable moisture, contaminants, or corrosion, all
ferrous surfaces blast cleaned to a grade approaching White Metal shall
be cleaned of dust and abrasive particles by brushing, vacuum cleaning,
and/or blow down with clean, dry compressed air, and given the first coat
of the specified coating, or galvanizing. All abrasives used in sandblasting
operations shall contain less than one percent (1%) silica, unless
otherwise approved in writing, by the Engineer. Compliance with this
requirement shall be certified in writing by a qualified testing (analytical)
laboratory or by the manufacturers material safety data sheet. The
surfaces if shop blasted, shall be shop coated with the first and second
coats of the specified paint system. The shop coating shall be maintained
in good condition by cleaning and touching up in areas damaged during
the construction period. Appearance of pinpoint or general rusting prior to
application of field coats will be considered as evidence of poor
workmanship, requiring reblasting and repainting at no added cost to the
Board. Prior to the field application of subsequent coats, soiled areas of
the shop coating shall be thoroughly cleaned and all welds or other
unpainted or damaged areas shall be cleaned and coated in such a
manner as to make them equivalent to adjacent, undamaged paint
surfaces.
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8.03.02 Non-Immersion Service
Requirements shall be as specified in paragraph 8.02.01 except blast
cleaning shall be to SSPC SP 6, "Commercial Blast Cleaning", latest
revision.
9. COATING AND FINISHING
9.01 General
The work shall be done by an experienced organization and with experienced
and skilled coating crews working under close, concentrated supervision,
qualified to do the most effective job with up-to-date methods. The Contractor
shall submit an outline of experience and facilities of the organization to be used
in the administration and operations under this specification.
A high degree of workmanship and materials shall be maintained throughout all
phases of work so as to provide a high-quality protective cover.
Cleaning and preparation of surfaces prior to coating shall adhere to
subparagraph 8.
Coating shall be applied by mechanical means except for repairs as permitted in
these specifications.
Mix and thin materials according to manufacturer's latest printed instructions. Do
not use materials beyond manufacturer's recommended shelf life. Do not use
mixed materials beyond manufacturer's recommended pot life. Apply materials
at specified film thickness by method recommended by manufacturer. Allow
each coat to dry thoroughly before recoating.
Follow manufacturer's
recommended recoat time. Cut edges clean and sharp where work joins other
materials or colors. Make finish coats smooth, uniform in color, an free of brush
marks, laps runs, dry spray, overspray and skipped or missed areas.
Request acceptance of each coat before applying succeeding coats. Repair and
touch-up all work that is not acceptable to the Engineer and request final
acceptance.
Repair damage to coating or surfaces caused by cleaning operations. Remove
debris from work site and leave storage areas clean.
9.02 Application
Coatings shall be applied carefully in accordance with coating manufacturer’s
recommendations. The work shall be so conducted as to avoid damage of other
surfaces and public and private property in the area; all damage thereto shall be
made good by the Contractor at his expense. Sufficient time shall be allowed
between coats to assure thorough drying, and each coat shall be in proper
condition before the next coat is applied. Finish coats shall be smooth and free
from runs, sags, or other defects. Each coat of paint shall be of sufficient
thickness to cover completely the previous coat or surface. Exterior paint shall
not be applied during foggy or rainy weather; the temperature shall be above 45°
F. and not over 95° F. Omit primer on metal surfaces that have been shopprimed unless otherwise specified.
9.03 Coatings
9.03.01 Repair of Coated Pipe Piles
For repair of fusion bond epoxy coated pipe piles requiring limited coating
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repair, not to exceed 36 sq. in., repair system shall be PIPECLAD
Patching System 920-G-970/920-W970, Scotchkote 206P or Sigma 7490
solvent free Armour Compound approved equal. Refer to "STEEL PIPE
PILES".
Areas of pile requiring small spot repairs shall be cleaned to remove dirt,
scale and damaged coating using surface grinders or other suitable
means. The adjacent coating shall be feathered. All dust shall be wiped
off. For pinholes, remove surface dirt, oil, grease and other detrimental
contaminants. Lightly abrade the pinhole area with a suitable abrasive
such a sandpaper or emery cloth.
A 100% solids liquid epoxy patch coating or a heat polymeric patch
compound (patch stick) shall be applied to a minimum thickness as
specified, by the patch manufacturer but not less than 50 mils. Patch
sticks shall be used only for repair of visible pinholes, nicks, chips, and
small damaged areas less then ¼ min. (6mm) in diameter. For patch stick
repair, a non-contaminating heat source shall be used to heat the area to
be repaired to approximately 350°F (177°C). While continuing to heat the
cleaned and prepared area, the patch compound shall be applied by
rubbing the stick on the area to be repaired in a circular motion to achieve
a smooth, neat appearing patch. The patch shall be allowed to cool
before handling. If a liquid epoxy coating is used, the freshly coated area
shall be allowed to harden prior to handling and storage.
Pipe with excessive repairs to coating should be completely reblasted to
near white finish and recoated with a system acceptable to the Engineer.
Repairs to welded pile extensions shall be a two (2) part liquid epoxy
Scotchkote 312 by 3M Corporation or approved equal.
10. MEASUREMENT AND PAYMENT
No separate measurement or payment shall be made for all coating work performed
and for all materials furnished under this section of the specifications.
Payment for coating shall be included in the contract prices for the items on which the
work is performed.
AWARD OF CONTRACT - PURCHASE ORDER
Immediately following award of this contract by the Board, a purchase
order, in triplicate, will be issued to the successful bidder notifying him of award of
contract. The Supplier shall immediately sign and return the confirming copies of
purchase order to the Board's Purchasing Department as instructed. These confirming
copies of purchase order shall be received by the Board's Purchasing Department
within ten (10) calendar days after date appearing on purchase order.
INTERPRETATION AND CHANGES
No verbal information issued, prior to opening of bids, relative to this
project will be held binding upon the Board.
All interpretations, rulings, changes or supplemental information issued by
the Board prior to receipt of bids will be by written addendum only, duly issued to all
prospective bidders over the signature of the Manager for Design Engineering.
REQ 046754
Page 13 of 23
AFFIDAVITS
The successful bidder will be required to execute an affidavit pursuant to
the provisions of the Louisiana Revised Statutes, as amended, as per form attached to
bid. This form is attached for information only and is not to be executed except by
successful bidder pursuant to award of contract.
Upon completion of all deliveries and before final payment, the Supplier to
whom bid has been awarded shall execute an affidavit that all other suppliers and
persons having done work or furnished materials under said purchase order contract
have been fully paid and that there are no liens recorded in connection with items
furnished; and that said Supplier holds harmless and indemnifies said Board from and
against any and all liens and claims for labor and any and all liens and claims for
materials in connection with said purchase order contract. Copy of this Affidavit is also
attached to bid.
ROYALTIES AND PATENTS
Unless otherwise specified, Supplier shall pay all royalties and license
fees. He shall defend, at his own cost and risk, all suits or claims for infringement of all
patent rights and shall save Board harmless from all loss, claim or damages, on account
thereof.
CONTRACT PERIOD
The supplier's promise of completion and delivery of piles for this contract
within one hundred fifty (150) calendar days is made subject to ascertained and
liquidated damages of one thousand dollars ($1000.00) per calendar day for each day
supplier fails to adhere to the schedule.
FORCE MAJEURE
Contractor shall not be in default in the performance of any obligation
undertaken on this Contract if performance is rendered impossible or delayed because
of any Force Majeure, but for no longer time period. As used in this contract, Force
Majeure shall include but not be limited to acts of God, lightning, earthquakes,
hurricanes, strikes, fires, storms, epidemics, riots, labor disputes, civil insurrections,
wars, acts of terrorism, or any other cause not within the reasonable control of the
Contractor and occurring without its fault. Any delay caused by such a Force Majeure
shall not be recognized unless Contractor notifies the Board in writing within ten working
days after the occurrence of the Force Majeure. Contractor shall use commercially
reasonable efforts to remedy the effects of the Force Majeure with all due diligence.
Neither economic impracticality nor the inability of the Contractor to perform in whole or
in part for economic reasons shall be considered loss under this Article.
INSURANCE REQUIREMENTS
Risk of loss of the materials shall remain with the Supplier until the
materials have been unloaded at the site.
1. General Insurance Requirements
a.
REQ 046754
Insurance Companies: All insurance shall be written with insurance
companies authorized and licensed to do business in the State of
Louisiana and acceptable to the Board (Best's rating A-, VI, or better).
Self-insurance programs authorized by the Commissioner of Insurance of
the State of Louisiana for workers' compensation insurance are
acceptable with the submission of a notarized copy of the contractor's
authority to self insure.
Page 14 of 23
b.
Primary Insurance: All insurance required herein shall be primary to any
similar insurance that may be carried by the Board for its own protection.
c.
Insurance Certificates: Before this contract becomes effective,
Contractor shall furnish to the Board's risk manager original, manually
signed certificates evidencing that it has procured the insurance herein
required.
Current insurance certificates must be provided for the
coverage’s required herein during the entire term of this agreement.
d.
Named Insured: Except for the workers' compensation insurance and the
professional liability insurance, the Board shall be named as an additional
insured on all policies required herein. In those instances where the
Contractor is to do work on a site the Board leases to a tenant, Contractor
shall have the tenant named as an additional insured on Contractor’s CGL
policy. Contractor shall inquire of the Board which tenant is to be so
named, if the Board has not notified the Contractor.
e.
Waiver of Subrogation: All insurance policies required herein, as well as
any other insurance carried by the Contractor for its protection or the
protection of its property on the contract, shall provide that the insurers
waive any rights of subrogation in favor of the Board.
f.
Notice of Cancellation: All policies required herein shall provide for thirty
(30) days written notice of cancellation or material change to be sent to
the Board at P.O. Box 60046, New Orleans, LA 70160, Attention: Risk
Manager.
g.
Maintaining Insurance: All insurance policies herein required shall
remain in full force and effect for the duration of the contract. If any
insurance required herein is canceled or materially changed and not
immediately replaced during the term of this contract the Board reserves
the right to purchase insurance at the expense of the Contractor to protect
the Board's interest. The furnishing of insurance shall not relieve the
Contractor of the responsibility for losses not covered by insurance.
h.
No Representation or Warranty: The Board makes no representation or
warranty that the insurance set forth in this Section will be sufficient to
protect the Contractor's interests.
i.
Deductibles: The contractor shall be responsible for the full amount of
any deductible associated with any of the insurance policies required
herein.
2. Comprehensive General Liability Insurance - Contractor shall procure and
maintain at Contractor's sole cost and expense comprehensive general liability
insurance (on an occurrence basis) with limit of liability of not less than one million
dollars ($1,000,000) for all injuries or deaths resulting to any one person or from any
one occurrence. The aggregate limit for products and completed operations shall be
not less than one million dollars ($1,000,000). The limit of liability for property
damage shall be not less than one million dollars ($1,000,000) for each occurrence
and aggregate. Coverage under such insurance shall also include damage hazards.
This insurance shall include coverage for explosion, collapse and underground
property damage hazards, completed operations and Abroad form contractual
endorsement. Where contractor's operations include the use of water craft, the
water craft exclusion in the comprehensive general liability policy shall be eliminated.
A combination of primary and excess liability insurance may be used to satisfy the
conditions of this paragraph.
3. Comprehensive Motor Vehicle Liability Insurance - Contractor shall procure and
maintain at contractor's sole cost and expense comprehensive motor vehicle liability
insurance which shall include hired car and non-ownership coverage with limit of
liability of not less than one million dollars ($1,000,000) for all injuries or deaths
REQ 046754
Page 15 of 23
resulting to any one person or from any one occurrence. The limit of liability for
property damage shall be not less than one million dollars ($1,000,000) for each
occurrence and aggregate.
4. Workers' Compensation Insurance - Contractor shall procure and maintain at
Contractor’s sole cost and expense workers’ compensation insurance which will
protect Contractor from claims under the Louisiana Workers’ Compensation Act
(LSA 23:1021, et. seq.). If Contractor’s employees qualify for compensation benefits
under the provisions of the federal Longshoremen's and Harbor Workers'
Compensation Act (33 USC 901, et. seq.), Contractor shall also procure and
maintain insurance which will protect Contractor from claims under the LHWCA. The
limits of liability under the employer’s liability section of the workers’ compensation
policy, as well as both compensation schemes, shall be not less than one million
dollars ($1,000,000). If Contractor’s employees qualify for compensation benefits for
injury or death under the provisions of the Jones Act (46 USC 688, et. seq.) and
under the general maritime law, Contractor shall also procure and maintain
insurance to cover such claims with a limit of not less than one million dollars
($1,000,000).
IMPORTANT-THE TERMS AND CONDITIONS OF THIS PROPOSAL MUST BE
COMPLIED WITH AND ALL BLANK SPACES MUST BE FILLED IN, OTHERWISE BID
WILL BE SUBJECT TO POSSIBLE REJECTION. NO CONSIDERATION WILL BE
GIVEN BIDS UNLESS ON THIS FORM.
The right is reserved to reject any and/or all bids if deemed for the best
interest of the Board; to strike out any items in the proposals, and to waive any defect or
irregularity not a violation of law, or to make any modification in the several conditions
herein stipulated that are deemed in the best interest of the Board, including the
separation of the items or a class in making awards. In general, award will be made to
the lowest responsible bidder.
No allowance can be made for errors, either of omission or commission,
on the part of bidders. It must be assumed that bidders have fully informed themselves
as to all conditions, requirements, and specifications before submitting proposals and
they can not expect to be excused or relieved from the responsibility assumed by their
proposal of the plea of error. In case of error in the extension of prices, the unit prices
will govern.
PRICES QUOTED
Prices quoted shall be complete, so as to cover every cost, expense, or
charge incurred by the Contractor in performance of the contract, including but not
limited to any and all sales and use taxes payable by the Contractor and which might
otherwise be charged against the Board.
DEPOSIT WITH BID
Each bid SHALL be accompanied by a certified or cashier's check or bid
bond or a corporate surety authorized to do business in the State of Louisiana, (IF BID
BOND IS FURNISHED, IT MUST BE ACCOMPANIED BY A POWER OF ATTORNEY
OF SURETY), in the amount of five percent (5%) of the bid, payable to the Board of
Commissioners of the Port of New Orleans, as a guarantee that the bidder will, if
awarded the bid, sign and return an acceptance copy of the purchase order and
execute proper performance bond as required below. Deposits will be returned to the
unsuccessful bidders soon after the award of the bid, and to the successful bidder when
he shall have signed and returned the acceptance copy of the purchase order and
furnished performance bond as required below. Should the successful bidder fail to
sign the acceptance copy of the purchase order and furnish the proper performance
bond, his deposit shall be forfeited to the Board as ascertained and liquidated damages.
PERFORMANCE BOND
REQ 046754
Page 16 of 23
The bidder to whom the bid is awarded shall furnish a bond, written by a
surety company authorized to do and doing business in the City of New Orleans and
State of Louisiana, in the sum not less than the total amount of the bid. The amount for
unit price bids will be ascertained by this Board. The cost of any bond furnished by the
Bidder shall be included in his bid. This bond is to guarantee the prompt and proper
performance by the successful bidder in all and singular the obligations assumed by the
bidder or imposed upon the bidder by the terms and conditions of his bid.
PURSUANT TO THE PROVISIONS OF LOUISIANA REVISED STATUES
OF 1950, TITLE 38, SECTION 2251, ET. SEQ., PREFERENCE IS HEREBY GIVEN TO
MATERIALS, SUPPLIERS AND PROVISIONS, PRODUCED, MANUFACTURED, OR
GROWN IN LOUISIANA, ALL THINGS BEING EQUAL, TO ARTICLES OFFERED BY
COMPETITORS OUTSIDE THE STATE OF LOUISIANA.
WE WILL ALLOW A DISCOUNT OF
% IF BILL IS PAID WITHIN
DATE OF RECEIPT OF CORRECTED INVOICE
DAYS FROM
Bid must be signed by firm member or authorized representative.
ACCEPTED AS TO OR ITEMS:
NUMBERED:
(FIRM NAME)
BY:
(SIGNATURE)
Sharon Reames, Purchasing Agent
REQ 046754
Page 17 of 23
DATE
LIEN CERTIFICATE
STATE OF LOUISIANA
PARISH OF ORLEANS
BEFORE ME, the undersigned Notary Public, duly commissioned and qualified in and
for the State and Parish aforesaid, personally came and appeared who, being duly
sworn, did depose and say:
That he is who was awarded by Board of Commissioners of the Port of New Orleans
purchase order contract designated as
Requisition # 046754
Work Order # 1-855 and Purchase Order # _______, dated
,
transportation
and
equipment
for
for
Pile
the
furnishing
Procurement,
of
Alabo
labor,
Street
materials,
Terminal
Improvements all in accordance with requirements and drawings therein provided,
Deponent further stated that all of the work has been completed to the satisfaction of
said Board of Commissioners of the Port of New Orleans, Deponent hereby warrants, in
behalf of said to said Board of Commissioners of the Port of New Orleans, that all
subcontractors and persons having done work or furnished materials under said
purchase order contract have been fully paid and that there are no liens for materials
and/or labor recorded in connection with such public work, and
Deponent hereby further warrants that in consideration of the final payment of the said
contract price by Board of Commissioners of the Port of New Orleans to said the latter
hereby hold harmless and indemnifies said Board from and against any and all liens
and claims for labor and/or materials done or furnished in connection with said purchase
order contract.
(Firm Name)
BY:
Sworn to and subscribed
before me this
day of
, 2007.
(NOTARY PUBLIC)
REQ 046754
Page 18 of 23
NON COLLUSION DECLARATION
A sworn statement shall be submitted in the form of an affidavit as indicated below,
executed and sworn to by the bidder before persons authorized by laws of the State to
administer oaths. The original of such sworn statement shall be submitted by the
successful bidder after the Award of Contract.
Affidavit
State Project Number:
(if applicable)
Name of Project:
Parish:
(an individual)
(a partnership)
(a corporation)
certify that:
(1) That affiant employed no person, corporation, firm, association, or other
organization, either directly or indirectly, to secure the public contract under which he
received payment, other than persons regularly employed by the affiant whose services
in connection with the construction, alteration or demolition of the public building or
project or in securing the public contract were in the regular course of their duties for
affiant, and
(2) That no part of the contract price received by affiant was paid or will be paid to any
person, corporation, firm, association, or other organization for soliciting the contract,
other than the payment of their normal compensation to persons regularly employed by
the affiant whose services in connection with the construction, alteration or demolition of
the public building or project were in the regular course of their duties for affiant.
(an individual)
(a partnership)
(a corporation)
WITNESSES:
Signed
By
Title
Parish or county
State of
Subscribed and sworn to before me this
My commission expires the
day of
day of
, 20
Notary Public
REQ 046754
, 20
Page 19 of 23
SAMPLE INSURANCE CERTIFICATE
REQ 046754
Page 20 of 23
BID BOND
_________________________________________________ as Principal (Bidder) and
_____________________________________________,as Surety, are bound unto the
__________________________________________(hereinafter called the Contracting
Agency) in the sum of _________________DOLLARS($_________________________)
for payment of which the Principal and Surety bind themselves, their heirs, executors,
administrators, successors and assigns, jointly and severally.
Signed and sealed this _____________ day of ______________________, 2007
The condition of this obligation is such that, whereas the Principal has submitted a bid to
the Contracting Agency on a contract for the construction of State Project Number
______________________________________________________________________
______________________________________________________________________
if the said contract is awarded to the Principal and the Principal, within the specified time,
enters into the contract in writing and gives bond with Surety acceptable to the
Contracting Agency for performance of said contract, this obligation shall be void;
otherwise to remain in effect.
_______________________________
Principal (Bidder)
___________________________
Surety
BY_____________________________ BY_________________________(Seal)
Authorized Officer-Owner- Partner
Agent or Attorney-in-Fact
________________________________ ____________________________
Typed or Printed Name
I certify that I am, as of the date of this bond, contracted with the surety company
or bond issuer as an agent of the company or issuer as a licensed agent in the State of
Louisiana in good standing with the Louisiana Insurance Commission and reside in
Louisiana.
BY_____________________________
___________________________(Seal)
Name of Agency
________________________________ ____________________________
Type or Printed Name
Address
_________________________________
Agent License Number
REQ 046754
Page 21 of 23
PERFORMANCE BOND
______________________________________________________________________
______________________________________________________________________
as Principal, and ________________________________________________________
a surety company or companies authorized to do business in Louisiana, as Surety, are
bound, in solido, unto
______________________________________________________________________
and unto all subcontractors, workmen and furnishers of materials and equipment, jointly
in the sum of
______________________________________________________________________
__________________________________DOLLARS ($________________________),
payable in lawful money of the United States, and to this bond do obligate their heirs,
successors and assigns. In the case of co sureties, the co sureties assume an
obligation in the sum of
____________________________________DOLLARS ($______________________),
for_________________________________________________________________and
____________________________________DOLLARS ($______________________),
for_________________________________________________________________
The consideration of this bond is such, that if the Principal shall perform this contract,
made and entered into on the
_____________________ day of ________________________________, 20______,
to construct State Project No. _
entitled
Parish ________________________, consisting of _____________________________
______________________________________________________________________
_____________________________________________________________________
according to the stipulations in said contract attached hereto and made a part hereof, at
the time and in the manner and form specified; perform all labor and work; and shall
furnish all materials as specified in said contract, and the plans a specifications thereto
attached and made a part thereof; this obligation shall be void; otherwise to remain in
effect.
It is agreed by the parties that this bond is given in accordance with Louisiana Revised
Statutes of 1950, Title 38, Chapter 10.
In faith whereof, we have subscribed this obligation at___________________ Louisiana
REQ 046754
Page 22 of 23
Witness or hands and seals, this_____________ day of _______________ ,20_____.
Witness
_________________________
Principal
_______________________________
By________________________(Seal)
_______________________________
___________________________
__________________________
First Surety
______________________________
By
_______________________(Seal)
Attorney-in-Fact
______________________________
__________________________
I certify that I am as of the date of this bond a licensed Resident Agent of Louisiana in
good standing with the Louisiana Insurance Commission and authorized to counter sign
this bond on behalf of the Surety or Sureties.
First Surety
Second Surety
By_____________________________
By ___________________________
_______________________________
____________________________
_______________________________
Name of Agency
_____________________________
Name of Agency
_______________________________
Address
_____________________________
Address
REQ 046754
Page 23 of 23
NOTE TO PROSPECTIVE BIDDERS ON
CONTRACT FOR
ALABO STREET TERMINAL IMPROVEMENTS
PILE PROCUREMENT
STATE PROJECT NUMBER 578-36-0014(322)
Requisition No. REO 046754
November 20, 2007
FOR BIDS DUE ON NOVEMBER 29, 2007
AT 10:00 A.M.
Dear Sirs:
Please note the following:
ADDENDUM NO.1
GENERAL
Item No.1
Bid Date - The Bid Opening for the project is hereby reschedule to
Thursday, December 6,2007 at 10:00 AM local time.
Item No.2
Pile Shipping Length (for information only) - The pipe piles cannot be
delivered full length to the site. The Port and tenant cannot store the pipe
piles on the wharf due to limited space. The pipe pile will be stockpiled in
a yard off of Alabo Street near the terminal and will require movement by
truck. The shipping length is based upon moving the pipe piles to the
storage yard via truck.
SPECIFICATIONS
Item No.3
PROPOSAL.
reading:
On Sheet 1 of 23 in the first paragraph, delete the bid date
"November 29, 2007"
and replace with the following:
"December 6, 2007"
REO 046754
Sheet A1-1 of 4
Addendum No. 1
Item NO.4
PROPOSAL. On Sheet 2 of 23 in Paragraph 5.01 Materials, delete the
following sentence:
"Steel pipe piles shall be electric welded butt seam pipe and shall
conform to the latest edition of ASTM A 252."
"Steel pipe piles shall be seamless, electric resistance welded, flash
welded, or fusion welded conforming to the latest edition of ASTM A
252. For welded pipe piles, the seams shall be straight or spiral butt
and shall conform to the latest edition of ASTM A 252. For welded
steel pipe, the weld seams shall be flush with (maximum protrusion of
1/16" high or less) or ground flush (maximum protrusion of 1/16" high
or less) with the exterior wall of the pipe pile."
Item NO.5
PROPOSAL. On Sheet 4 of 23 in Paragraph 5.06 Welded Splices of Pipe
Piles and Welding Coated Piles, Paragraph Number 1, delete the following
sentence:
"Splices shall be limited to non coated areas."
"Pipe piles shall be fabricated to
required by the shipping length to
be within the area to be coated.
area to be coated must have
Paragraph 5.01 prior to coating
limited to non coated areas."
minimize the number of field splices
one. Shop splices on pipe piles may
Shop splices on pipe piles within the
flush welds as required above in
of pipe pile. Field splices shall be
DRAWINGS
Item NO.6
REQ 046754
DRAWING BSB-12058-W2.
Delete Drawing BSB-12058-W2 issued with
October 31, 2007 bid documents and replace with attached revised
Drawing Sheet BSB-12058-W2 dated 11/19/07 in Revision Block 1 issued
with this Addendum Number 1.
Sheet A1-2 of 4
Addendum No. 1
ACKNOWLEDGEMENT
This notice of Addendum No. 1 is sent to you with the last sheet in duplicate.
Upon receipt, please sign and clip one copy to your bid; and sign the other copy and
return promptly by mail or facsimile machine to the Port of New Orleans. FAX: 504-5283445.
Very truly yours,
William Rivera, PE
Project Manager
Board of Commissioners of the
Port of New Orleans
New Orleans, Louisiana
NOTICE ACKNOWLEDGED:
(Prospective Bidder)
By:
Date:
REQ 046754
Sheet A1-3 of 4
Addendum No. 1
ACKNOWLEDGEMENT
This notice of Addendum No. 1 is sent to you with the last sheet in duplicate.
Very truly yours,
hc~~
William Rivera, PE
Project Manager
Port of New Orleans
By:
Date:
_
REQ 046754
Sheet A1-4 of 4
Addendum No. 1
ach
each
O1
NOTE TO PROSPECTIVE BIDDERS ON
CONTRACT FOR
ALABO STREET TERMINAL IMPROVEMENTS
PILE PROCUREMENT
STATE PROJECT NUMBER 578-36-0014(322)
Requisition No. REO 046754
November 28, 2007
FOR BIDS DUE ON DECEMBER 6, 2007
AT 10:00 A.M.
Dear Sirs:
Please note the following:
ADDENDUM NO.2
SPECIFICATIONS
Item NO.1
PROPOSAL.
On Sheet 1 of 23 PILE DELIVERY, delete the table
and replace with the following table:
-- --24
Dollars.
Articles
Cts.
136
Dollars.
Extension
Cts
(148
FT
Long)
Quantity
a.D.)
-(166
Steel
FT
Piles
Long)
(16"a.D.)
Steel
Piles
(16"
Item No.
Unit price
DRAWINGS
Item NO.2
REO 046754
DRAWING BSB-12058-W2.
Delete Drawing BSB-12058-W2 issued with
November 20, 2007 Addendum No. 1 and replace with attached revised
Drawing Sheet BSB-12058-W2 dated 11/26/07 in Revision Block 2 issued
with this Addendum Number 2.
Sheet A2-1 of 2
Addendum NO.2
ACKNOWLEDGEMENT
This notice of Addendum NO.2 is sent to you with the last sheet in duplicate.
Very truly yours,
~~~
William Rivera, PE
Project Manager
Port of New Orleans
By:
Date:
REQ 046754
Sheet A2-2 of 2
Addendum NO.2
ACKNOWLEDGEMENT
This notice of Addendum No.2 is sent to you with the last sheet in duplicate.
Very truly yours,
William Rivera, PE
Project Manager
Port of New Orleans
By:
Date:
REQ 046754
_
Sheet A2-2 of 2
Addendum No.2

BOARD OF COMMISSIONERS OF THE PORT OF NEW ORLEANS

Transcription

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