WA8801-CS 800909 re~ P.O. Box 478
Coppell, Texas 75019
214 - 462 - 0022
Office of the City Administrator
JAMES R. ELIUM, ITF
NOTICE TO CONTRACTORS
Sealed bids addressed to the Honorable Mayor & City Council of the
City of Coppell, Texas (Owner) will be received at the office of the
City Administrator, City Hall, Coppell, Texas 75019 until 2:00 p.m.,
Sept. 18, 1980 and then publicly opened and read aloud'immediately
thereafter, for furnishing all labor, material and equipment and
performing all work for the construction of approximately 1720 linear
feet of 6-inch water line in Bullock Street and Howell Drive, and other
related appurtenances located in the City of Coppell, Texas.
Proposal shall be accompanied by a cashier's check or certified check
upon a national or state bank in an amount not less than five percent
(5%) of the total actual bid price payable without recourse to the
City of Coppell, or a bid bond in the same amount from a reliable surety
company as a guarantee that the bidder will enter into a contract and
execute performance bonds within ten (10) days after notice of award of
contract to them.
The sucessful bidder must furnish performance bond and payment bond
upon the forms provided in the amount of one hundred percent (100%)
of the contract price from an approved surety company holding a permit
from the State of Texas, to act as a surety or other surety or sureties
acceptable to the Owner.
The contract shall be awarded to the lowest responsible bidder; however,
the right is reserved, as the interests of the Owner may require, to reject
any and all bids, and to waive any informality in bids received.
The low bidder shall be prepared to submit such evidence as the Owner
may require to establish his experience, possession of such equipment,
qualification of personnel, and financial responsibility necessary to
prosecute the work on this project in an expeditious, safe, and satisfactory
manner.
Plans, specifications, and bidding documents may be secured from the office
of the City Administrator, 616 N. Coppell Road, City Hall, Coppell, Texas
75019.
City of Coppell, TX
/s/James R. Elium, III City Administrator
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PROPOSAL
TO
THE CITY OF COPPELL, TEXAS (OWNER)
For the Construction of ~
Water Improvements
Bullock & Howell Dr.
In
Coppell, Dallas County, Texas
The undersigned, as bidder, declares that the only person or
parties interested in this proposal as principals are those names here-
in, that this proposal is made without collusion with any other person,
firm, or corporation; that he has carefully examined the form of con-
tract, Notice to Contractors, specifications and the plans therein
referred to, and has carefully examined the locations, conditions, and
classes of materials of the proposed work; and agrees that he will pro~
vide all the necessary labor, machinery, tools, apparatus, and other
items incidental to construction, and will do all the work and furnish
all the materials called for in the contract and specifications in the
manner presecribed therein and according to the requirements of the City
of Coppell as therein set forth.
It is understood that the following quantities of work to be
done at unit prices are approximate only, and are intended principally
to serves as a guide in evaluating bids.
It is further agreed that the quantities of work to be done
at unit prices and material to be furnished may be increased or dimin-
ished as may be considered necessary, in the opinion of the City of Coppell,
to complete the work fully as planned and contemplated, and that all
quantities of work whether increased or decreased are to be performed
at the unit prices set forth below except as provided for in the
specifications.
It is further agreed that lump sum prices may be increased to
cover additional work ordered by the City of Coppell, but not shown on the
plans or required by the specifications. Similarly, they may be decreased to
cover deletion of work so ordered.
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It is understood and agreed that the work is to be completed
in full within the time designated.
Accompanying this proposal is a (certified or cashier's Check
payable to the OWNER) (Bid Bond) in the amount of
Dollars ($ ).
The bid security accompanying this proposal shall be returned
to the bidder, unless in case of the acceptance of the proposal the
bidder shall fail to execute a contract and file performance and payment
bonds within ten (10) days after its acceptance, in which case the
bid security shall become the property of the OWNER, and shall be
considered as payment for damages due to delay and other inconveniences
suffered by the OWNER on account of such failure of the bidder.
IT IS UNDERSTOOD THAT THE OWNER RESERVES THE RIGHT TO REJECT
ANY AND ALL BIDS.
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BID SCHF_DLILE A
Item Estimated Description and Unit Unit Price
No. Quantity Unit Price in Words in Figures Amount
1 1,720 L.F. For furnishing and
installing 6-inch
(Base Bid) ductile iron (51)
pipe, complete in
place, the sum of
Dollars
& per Linear Foot. $ $
1A 1,720 L.F. For furnishing and installing 6-inch
(Alternate Bid) PVC (Class 150) water
pipe, complete in
place, the sum of
Dollars
and cents
per Linear Foot. $ $
2 2 Ea. For furnishing and
installing Standard
fire hydrant, complete
in place, the sum of
Dollars
and cents
per each. $ $
3 2 Ea. For furnishing and
installing 8-inch x
6-inch tapping sleeve and
6-inch valve, complete
in place, the sum of
Dollars
and cents
per each. $ $
4 2 Ea. For furnishing and
installing 6-inch
valve, complete in
place, the sum of
Dollars
and cents
per each. $ $
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5]D SCHEDULE
Item Estimated Description and Unit Unit Price
No. Quantity Unit Price in Words in Figures Amount
5 600 LB. For furnishing and
installing cast iron
fitting, complete
in place, the sum of
Dollars
and cents
per pound. $ $
6 100 L.F. For furnishing and
installing road bore
for 6-inch water line,
complete in place the
sum of
Dollars and
cents per Linear Foot. $ $
7 45 Ea. For furnishing and
installing new copper
water service including
meter loop, complete
in place, the sum of
Dollars and
cents per
each. $ $
8 800 S.Y. For constructing 2-inch
asphalt concrete pave-
ment, complete in place,
the sum of
Dollars and
cents per square yard. $ $
Total Amount Bid
Items I through 8
(Base Bid) $
Total Amount Bid
Items 1A through 8
(Alternate Bid) $
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Since the work on this project is being performed for a
governmental body and function, the OWNER will issue to the CONTRACTOR
a certificate of exemption for payment of the State Sales Tax on materials
incorporated in this construction project. Each bidder shall submit with
his proposal a written statement showing the following information:
Cost of Cost of Total Amount
Materials Labor, Profits, etc. of Bid
BASE BID $ $ $
In the event of the award of a contract to the undersigned,
the undersigned will appear before the authorized representative of
of OWNER and furnish a performance bond for the full amount of the
contract, with sureties offered by
and to secure proper compliance with
the terms and provisions of the contract, to insure and guarantee the
work until final completion and acceptance, and to guarantee payment of
all lawful claims for labor performed and materials furnished in the
fulfillment of the contract.
The work proposed to be done shall be accepted when fully
completed and finished in accordance with the Plans and Specifications,
to the satisfaction of the City of Coppell.
NOTE: Unit and lump sum prices must be shown in words and figures
in the Proposal, and in the event of discrepancy, the words
shall control.
Receipt is hereby acknowledge of the following addenda to the
contract documents.
Addendum No. 1 dated Received
Addendum No. 2 dated Received
Addendum No. 3 dated Received
Addendum No. 4 dated Received
Addendum No. 5 dated Received
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This is a Proposal of
A Corporation, organized and existing under the laws of the State of
; or a Partnership, consisting of
and ; or an Individual, doing business as
BY
(Title)
(Street Address)
(City and State)
(Seal, if a Corporation)
(Telephone Number)
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PO1,YVINYL CHORIDE (PVC) WATER PIPE
30.1 GENERAL
Unplasttcized polyvinyl choride (PVC) water pipe shall meet or
exceed requirements of AWWA DeSignation C-900, PVC pipe with cast iron out-
side dimensions. Laying lengths shall be'20 ft. ~ 1 in. (6.1 m. ~ 2.5 cm).
30.2 THICKNESS CLASS
PVCwater pipe shall meet the dimension ratios (DR's) and
physical dimensions as shown in Table I. The pressure classification
refers to the maximum hydrostatic pressure to which the pipe will be subject
in 'normal operations.
JOINTS
PVC water pipe shall be furnished with a rubber ring at each
joint and an integral thickened bell as part of each joint. Pipe and fittings
must be assembled with a non-toxic lubricant.
30.4 FITTINGS
Fittings for PVC water pipe shall be of cast iron and shall conform
to the American National Standard Specification for Gray-Iron and Ductile-Iron
Fittings 2 in. (-~.1 cm) through 48 in. (121.9 cm) for water and other liquids,
AWWA C 110 unless otherwise specified in the proposal, special specifications
or on the plans.
Fitting joints shall be mechanical or push-on joints.
Bolts and nuts for mechanical joints will be of a |ligb-strength
corrosion resistant low-alloy steel and shall conform to ASTM Designation ·
A-325 (Type'3).
30-5 APPROVALS
PVC water pipe shall be approved by the Underwriter's Laboratory
and shall be accepted by the State Fire Insurance Commission for use in water
distribution systems in cities and towns of Texas. PVC water pipe shall also
bear the seal of approval (or "NSF" mark) of the National Sanitation Foundation
Te~ting Laboratory for potable water pipe.
30.6 CERTIFICATION
When requested, the manufacturer shall furnish certification that
the PVC Water pipe meets all requirements of this specification.
30.7 TESTS
Each lenRth of PVC wa~er pipe shall be tested by four times tile
class pressure of the pipe for'a minimum dwell of 5 seconds.
30.8 RF~JECTIONS
PVC water pipe may be rejected for failure to meet any of the
requirements of this specification.
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POLYVINYL CHLORIDE (PVC) WATER PIPE
TABLE I PVC MUNICIPAL WATER PIPE DIMENSIONS
Nominal Class 200 (DR 14) Class 150 (DR 18)
Size 0.D.* Min. Wall Thickness Min. Wall Thickness
In. (cm) In. (cm) In. (cm) In. (cm)
4 (10.2) 4.800 (12.2) 0.343 (0.9) 0.267 (0.7)
6 (15.2) 6.900 (17.5) 0.493 (1.3) 0.383 (1.0)
8 (20.3) ~, 9.050 (23.0) 0.646 (1.6) 0.503 (1.3)
t0 (25.4) 11.100 (28.2) 0.793 (2.0) 0.617 (1.6)
12 (30.5) 13.200 (33.5) 0.943 (2.4) 0.733 (1.9)
* Cast iron pipe O.D. dimensions
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