HomeMy WebLinkAboutContract - Jacobi, Toombs & Lanz
GENERAL REQUIREMENTS
DMSION A BIDDING REQUIRENffiNTS
SECTION
A-I
A-2
A-3
A-4
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TABLE OF CONTENTS
NOTICE TO BIDDERS
INSTRUCTIONS TO HIDDERS
METHOD OF MEASUREMENT AND PAYMENT
WAGE RATES
1 -
DMSION B CONTRACT FORMS
SECTION
B-1 CONTRACT FORMS
DIVISION C GENERAL CONDITIONS
SECTION
C-1 GENERAL CONDITIONS
SPECIFICATIONS
DMSION 1 GENERAL REQUIREMENTS
SECTION
I-A
I-B
I-C
l-D
I-E
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DIVISION 2
SECTION
2-A
2-B
2-C
2-D
2-E
2-F
DIVISION 3
SECTION
3-A
3-B
SUMMARY OF THE WORK
RESTORATION OF EXISTING FACILITIES
CLEANING UP
ORDER OF CONSTR:UCTION
EXTRAS AND CHANGE ORDERS
SITE WORK
CLEARING OF SITE
SANITARY SEWERS
WATER LINES & APPURTENANCES
P A YEMENT
EXCAV ATION, GRADING AND BORROW
SEEDING AND SODDlNG
CONCRETE
CONCRETE WORK, GENERAL
CONCRETE TESTlNG PROCEDlJRES
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A-IOl TO A-102
A-20l TO A-208
A-301
A-40I TO A-407
B-IOl TO B-l21
C-IOl TO C-1l3
I-A-1 TO I-A-2
I-B-l
I-C-1
l-D-1
1- E-l
2-A-1
2-B-l TO 2-B-5
2-C-1 TO 2-C-8
2-D-I TO 2-D-3
2-E-I TO 2-E-3
2-F-I TO 2-F-2
3-A-l TO 3-A-13
3-B-l TO 3-B-2
NOTICE TO BIDDERS
Notice is hereby given that sealed proposals will be received by the Jeffersonville Sewer Board of the
City of Jeffersonville, Indiana until 3:00 P.M. local time on the 15th day of August, 2007 in the
Mayor's Conference Room, Jeffersonville City Hall, 500 Quartermaster Court, Jeffersonville, Indiana
47130, for the construction of the following project:
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Utica-Sellersburg Rd.jSR. 6~ Sewer & Water Line Extension, JTL JOB NO. 0546a
This project consists of the furnishing and installing of approximately 744 feet of 15" PVC
sanitary sewer, 77 feet of 8" PVC sanitary sewer, 7 manholes, 760 feet of 8" PVC water
main, 1 fire hydrant assembly and all other items sho"Wn on the plans and mentioned in the
specifications for a complete project.
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At the hour of 3:00 P.M. local time on the 15th day of August, 2007 all bids for this construction
will be publicly opened and read aloud.
The bids shall be Unit Price for all work shown on the plans and called for in the specifications with
unit prices for extras as detailed. in the Instructions to Bidders in the specifications and submitted in
duplicate on the State Board of Accounts Form No. 96. An executed State Board of Accounts
Form 96a or similar document shall be required.
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The bidder must file with their sealed bid proposal, a certified check or a bid bond in the amount of
five (5) percent of the total bid, payable to the Jeffersonville Sewer Board. The above checks or
bonds are to insure the execution of the contract on which such bids are made.
The Contractor to whom the work is awarded will be required to furnish, before commencing work,
a performance, maintenance and payment bond to extend for a period of one year after final
acceptance, in an amount equal to the bid price of the contract awarded to said Contractor and
Certificates of all Insurance as described in the Contract Documents.
The Contract Documents, including the Plans and Specifications are on file for public inspection at
the office of the City Engineer, Robert L. Miller, Jeffersonville City Hall.
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Copies of these documents may be obtained for bidding purposes from Lynn Imaging, 2300
Plantside Drive, Louisville, Kentucky, 40299, by payment of a fee of one hundred dollars ($100.00).
Two (2) fifty dollar ($50.00) checks are required: One made out to Lynn Imaging, the other made
out to the City of Jeffersonville. whid'l. i" L"f.....<s.llsle 'lJ'i1Ji tRl!!; return of t4l~ rhos ~nr1 ~pgcif3.Cllti6fi~
ift ~ {:9nJi.i;i91~ --m ~lans may be ordered though the website at www.1ynnimaging.com or
www.cityofjeffplanroom.com. Delivery service is available for a small fee. Orders are available for
pick-up at 2300 Plantside Drive' or 701 W. Market Street. Any questions please contact Lynn
Imaging at 502-499-8400.
All sealed bids shall be turned in to the office of the City Clerk-Treasurer, 3rd Floor, Jeffersonville
City Hall.
Wage rates on this project shall not be less than the prescribed scale of wages detennined pursuant
to the provisions of Chapter 319 of the Acts of the General Assembly of Indiana for 1935 and as
scheduled in the specifications.
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The Sewer Board of the City of Jeffersonville, Indiana, reserves the right to reject any and all bids
and to waive informalities in bidding.
JEFFERSONVILLE SEWER BOARD
Robert L. Waiz,]r., President
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A -102
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DIVISION A - BIDDING REQillREMENTS
SECTION A-2 - INSTRUCTIONS TO BIDDERS
1.0 PROJECT IDENTIFICATION
1.1
PROJECT: UTICA-SELLERSBURG RD.lSTATE RD. 62
SEWER & WATER LINE EXTENSION
JOB NO. 0546A
JEFFERSONVILLE, INDIANA
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1.2
OWNER:
JEFFERSONVILLE SEWER BOARD
THE CITY OF JEFFERSONVILLE
500 QUARTERMASTER CT.
JEFFERSONVILLE, INDIANA 47130
2.0 DOCUMENTS
2.1 . Contract documents are on file and may be examined as indicated in the "Notice to Bidders".
2.2 Sets of drawings and specifications may be obtained by CONTRACTORS who are
prospective bidders, as indicated in the "Notice to Bidders". .
2.3 Supplemental sheets of drawings may be obtained by CONTRACTORS or suppliers from
the ENGINEER by paying the cost of drawing reproduction at $4.00 per sheet. No refund
will be made for supplemental sheets of drawings.
NOTICE AND SITE
Bidders shall carefully read the OWNER's Notice to Bidders with regard to preparation of
proposals for this work, which includes the forms required to be submitted, bonds required
and date and place for receiving proposals.
All bidders shall fully inform themselves of the conditions under which the work is to be
performed, the site of the work, the structure of the ground, the obstacles which may be
encountered, and other relevant matters concerning the work to be performed.
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3.3
No bidder, after being awarded the contract, shall be allowed any extra compensation for
reason of his failure to fully inform himself, prior to bidding, of all requirements of the
contract documents, the drawings, specifications and the circumstances of the construction
site.
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6.0
6.1
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4.0
PROPOSAL FORMS
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4.1
Bidders shall submit proposals on State Board of Accounts Revised Form 96, properly
completed, and each bid shall be accompanied by an Indiana State Board of Accounts
Questionnaire Form 96a, and the within Bid forms.
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4.2
Two (2) copies of Form 96 and one (1) copy of Form 96a shall be submitted.
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5.0 BID SECURITY
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5.1
The bidder must file with his sealed bid proposal, a certified check or a bid bond in the
amount of five (5) percent of the total bi<4 payable to the City of Jeffersonville, Indiana. The
above checks or bonds are to insure the execution of the contract on which such bids are
made.
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5.2
In the event that the bid is not accepted, this check or bid bond will be returned to the bidder.
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5.3
In the event the bid is accepted, this check or bid bond will be released when the contract has
been awarded but in no case shall be held longer than the period set for withdrawal of bid
proposal.
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5.4
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In the event that the bid is accepted, if the bidder shall refuse or neglect to enter into a
contract with the Owner within ten (10) days from the time he shall be notified of said
acceptance of the same, said check or bid bond shall be forfeited to the owners as ascertained
and liquidated damages for failure to do so.
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INTERPRETATION
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Interpretation or explanation of contract documents shall not be made by the Owner. All
such inquiries shall be made to the Engineer. If any person submitting a bid proposal for
work. is in doubt as to the true meaning of any part of the contract documents, he may submit
to the Engineer a written request for an interpretation. Any interpretation of such contract
documents will be made by addendum issued.
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7.0 ADDENDA
7.1
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Addenda issued by the Engineer during the time of bidding shall be mailed or delivered to
each person receiving a set of contract d()cuments and to such other prospective bidders who
shall have requested that they be furnished with a copy. All addenda shall be noted and dated
in the bid proposal form, and upon executing the contract, shall become a part thereof.
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8.0 SUBSTITUTIONS
8.1 Materials. and products shall be one of those which are required by trade names of quality
description listed under each section of th~ specifications. These shall be the material and.
products bid on, except in 8.2 and 8.3 below.
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8.2
To obtain approval to use unspecified products, bidders shall submit request at least ten (10)
days before time of bid opening. Bidders are cautioned: The more time allowed for review,
the better the chance for approval on qualified, unspecified products. Any qualified,
unspecified product will be approved by addendum only.
8.3
Voluntary alternates are invited on materials or products which are equal or better in their
ability to perform the function desired, of maintenance, of appearance, and of wearing
quality, of equal or less cost only.
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9.0 BIDS
9.1 Any bidder may withdraw his bid at any time prior to the scheduled time for receipt and
opening of bids. No bid shall be withdrawn after the opening of bids withoutthe written
consent of the Owner for a period of ninety (90) days after the scheduled time for opening
of bids.
9.2 A bid by an individual not signed by the individual making same shall have attached to it a
Power-of-Attorney evidencing authority to sign the bid in the name of the person for whom
it is designed.
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9.3
A bid by a partnership shall be signed by all the partners, or by an Attorney-in-Fact. Ifby the
latter, a Power-of-Attorney shall be attached evidencing authority to sign the bid executed
by all the partners.
9.4 A bid by a corporation shall have the correct name thereof, followed by the word "By" and
the signature of the president or other officer of the corporation authorized to sign, and the
secretary, and shall have affixed the corporate seal.
9.5 Bids must be submitted in a sealed envelope, identifying the enclosure as a sealed bid.
9.6
No bid will be accepted or considered if received after the time and date set to receive bids
as stated in the "Notice to Bidders". .No qualified bids will be acceptable.
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10.0 AWARD
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10.1 The contract shall be deemed to have been awarded when notice of award shall have been
duly served upon the bidder to whom the OWNER contemplates awarding the contract, by
any such officer or agency of the OWNER duly authorized to give such notice.
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11.0 BASIS OF BIDS
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1 I. I The CONTRACTOR shall submit separate, installed, unit prices for each item listed on the
bid form. These prices shall include all work necessary to complete that particular item.
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11.2 The CONTRACTOR shall extend the unit prices, using the quantities provided on the bid
form.
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11.3 The quantities shown on the bid form for each item are estimated from the plans and are not
guaranteed by the OWNER or the ENGINEER. The OWNER reserves the right to purchase
more or less of any item necessru:y to complete the project. If funds are not sufficient, some
portion of the project may be deleted, or if bids are lower than anticipated, more the items
may be added.
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11.4 The bid will be awarded on the basis of the lowest total price of items chosen by the
OWNER.
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11.5 The materials with bid unit prices shall be listed on the required proposal form.
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11.6 The OWNER will check the multiplication and addition in the bid and will use the corrected
numbers for evaluation of the bids.
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12.0 BID FORMS
NOTE:
INSERT AND ATTACH TO FORM 96, DO NOT USE THE
CONTRACTOR'S BID SECTION ON FORM 96. BE SURE TO SIGN BID,
NOTARIZE BID AND EXECUTE NON-COLLUSION AFFIDAVIT.
CONTRACTOR'S BID FORM
JEFFERSONVILLE SEWER BOARD
CITY HALL
500 QUARTERMASTER COURT
JEFFERSONVILLE, INDIANA 47130
RE: UTICA-SELLERSBURG RD./STATE RD. 62
SEWER & WATER LINE EXTENSION
JOB NO. 0546A
Gentlemen:
We submit, herewith, our sealed proposal to furnish all necessary labor, material and
equipment to construct the above captioned project, in accordance with the subject plans and
specifications at the ~nit prices listed herein~
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UTICA-SELLERSBURG RDJSTATE RD. 62 SEWER & WATER JOB NO. 0546A
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ITEM APPROXIMATE DESCRlPTIONWITH UNIT PRICE TOTALAMT.
NO. QUANTITY UNIT PRICE WRITTEN IN FOR BID
IN WORDS NUMBERS ITEM
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DIVISION A
1
o TONS
Crushed Limestone
(Misc. Sizes)
For.................................................
...................................... Dollars
Per Ton
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$
$
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2
o TONS
Bank Run Sand
For.................................................
...................................... Dollars
PerTon
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$
$
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3
1 EA
lO"x 8" Tapping Sleeve
& 8" Valve
For.................................................
...................................... Dollars
Per Each
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$
$
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4
X$
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$
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5
766 LF
8" Water Main
For _....... .......... ...... .................... .....
...................................... Dollars
Per Linear Foot
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$
$
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6
1 EA
Fire Hydrant Assembly
For.......... ........... ............................
...................................... Do lIars
Per Each
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$
$
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7
2EA
8" Gate Valve & Box
For.................................................
...................................... Dollars
Per Each
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$
$
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8
1 EA
Type' A' Manhole
For.................................................
...................................... Dollars
Per Each
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$
$
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ITEM APPROXIMATE DESCRIPTION WITH UNIT PRICE TOTAL AMT.
NO. QUANTITY UNIT PRICE WRITTEN IN FOR BID
IN WORDS NUMBERS ITEM
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9
lEA
Type 'B' Manhole
F or............................................_..
...................................... Dollars
Per Each
$
$ .
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10
5EA
Type 'c' Manhole
For.................................................
............_...................... Do lIars
Per Each
$
$
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11
736 LF
15" PVC Gravity Sewer
For..,..............................................
'-.'. ,.},: .:.'." "'~
...................................... Dollars
Per Linear Foot
$
$
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12
77LF
8" pve Gravity Sewer
For ....................................--.... .......
...................................... Dollars
Per Linear Foot
$
$
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13 1 LS Debris & Metal Structure
Remoyal, Replace 6"
Concrete Slab
F or............... ............ ................ ......
...................................... Dollars
______________________.._________~~!_~~1:~_~______....____--7-~-..--------------~--------..-----
14
4EA
Property Service Connection
Pipe with Cleanout including
Wye Fitting at Main
For........................ ....... ............. .....
...................................... Do Hars
Per Each $
$
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Construction Entrance
For.................... .................... .........
Dollars
Per Each $ $
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TOTAL BID PRICE FOR DIVISION A: Items 1 thru 15= $
15
1 EA
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BID FOR:
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UTICA-SELLERSBURG RD./STATE RD. 62
SEWER & WATER LINE EXTENSION
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JOB NO. 0546A
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CITY OF JEFFERSONVILLE
CLARK COUNTY, INDIANA
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RESPECTFULLY SUBMITTED,
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NAME OF FIRM
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PERSON
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PERSON
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ATTEST
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DATE
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DIVISION A - BIDDING REQUIREMENTS
SECTION A-3 - METHOD OF MEASUREMENT AND PAYMENT
FOR BID ITEMS
UNITS
The unit shown for each item on the bid form shall be used for payment purposes; These
prices shall be "installed" unit prices.
Where no quantity is shown for a particular bid item, a unit price shall be supplied, but will
only be used where unanticipated extra or deleted work is called for by job conditions and
authorized by change order. These unit prices and items shall not be included in the total bid
price shown on the bid form.
A bid not containing unit prices on all items will be rejected by the Owner as improper.
2.0' MEASUREMENT FOR PAYMENT
2.1 The unit price given for pipe shall include all pipe, trench, No.8 stone, joints, rock and earth
excavation, backfill, flowable fill, pavement repair, fittings, cleanup, restoration, seeding,
grading, and ail other items necessary to complete the installation of the pipe.
2.2 The unit price given for a manhole shall include all items necessary to complete the
installation of a manhole or an air relief valve and manhole.
3.0 INCIDENTAL CONSTRUCTION EXPENSES
3.1 All incidental construction and expenses, not mentioned elsewhere, shall be'included in the
appropriate unit prices.
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SECTION A-4 - W AGE RATE
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A-401
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Date: Aug. 1,2007
City: Jeffersonville Counly: Clark
Project Description and Scope:
1. Utica-Sellersburg Rd. and State Road Sewer and
Water Extension Project (0546A)
Commercial BUilding {} Heavy & Highway () Utility ()
We the OUdersigned COIDmon construction wage committee, appointed pnrsnant to Indiana COde
5-16-7 et seq., do herehy ["IX and determine the foUOwing comlDon construction wage scale to
a 1 on the above referenced ro "ect.
COl\1MON CONSTRUCTION WAGE SCALE
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Taxpayer Named by County Legislative
Body
FOll11at updated 6/0612006
Awarding Agency Representative
1({,/07
Date
A-407
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1.0
1.1
DIVISION B - CONTRACT FORMS
SECTION B-1- CONTRACT DOCUMENTS
GENERAL
It is understood that the signature and seal of the CONTRACTOR on a properly completed
and executed State Board of Accounts Form 96 indicates the CONTRACTOR's acceptance of
all terms as set out in these specifications and documents and his willingness to complete the
project as stated herein and shown on the drawings.
1.2
It is further understood that by the acceptance of, and the proper affixing of the signatures of
the OWNER to the Form 96, that a binding contract exists between the OWNER and the
CONTRACTOR.
1.3
After the OWNER signs the Form 96, and notifies the CONTRACTOR oEhis acceptance, the
CONTRACTOR shall proceed to complete the project with the best workmanship possible
conforming to all specifications set out herein and to all details, drawings and notes shown on
the plans for this project.
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Prescribed by State Board of Accounts
Form No. 96 (Revised 2000)
CONTRACTORS BiD FOR PUBliC WORK
PARTt
(To be completed for all bids)
(Please type or print)
. Date:
1. Governmental Unit (Owner):
2. County:
3. Bidder (Firm):
Address:
City/State:
4. Telephone Number:
5. Agent of Bidder (if applicable):
Pursuant to notices given, the undersigned offers to fumish labor and/or material necessary to complete
the public works project of
(Governmental Unit) in accordance with plans and specifications prepared by
and dated
for the sum of
$
The undersigned further agrees to fumish a bond or certified check with this bid for an amount specified in the
notice of the letting. If altemative bids apply, the undersigned submits a proposal for each in accordance with the
notice. Any addendums attached will be specifically referenced at the applicable page.
If additional units of material included in the contract are needed, the cost of units must be the same as
that shown in the original contract if accepted by the Govemmental Unit. If the bid is. to be awarded on a unit
basis, the itemization of the units shall be shown on a separate attachment.
The Contractor and his subcontractors, if any, shall not discriminate against or intimidate any employee,
or applicant for employment, to be employed in the performance of this contract, with respect to any matter
directly or indirectly related to employment. because of race, religion, color, sex, national origin or ancestry.
Breach of this covenant may be regarded as a material breach of the contract.
CERTIFICATION OF USE OF UNITED STATES STEEL PRODUCTS
(If applicable)
I, the undersigned bidder or agent as a contractor on a public works project, understand my statutory
obligation to use steel products made in the United States. I.C. 5-16-8-2. I hereby certify that I and all
subcontractors employed by me for this project will use U.S. steel products on this project if awarded. I
understand that violations hereunder may result in forfeiture of contractual payments.
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ACCEPTANCE
The above bid is accepted this
day of
, subject to the
following conditions:
Contracting Authority Members:
PART 1\
(Complete seCtions I, II, 111, and IV for all state and local public works projects as required
by statutes if project is one hundred thousand dollars ($100,000) or more. (IC 36-1-12-4)
Governmental Unit:
Bidder (Firm)
Date:
These statements to be submitted under oath by each bidder with and as a part of his bid.
Attach additional pages for each section as needed.
SECTION I EXPERIENCE QUESTIONNAIRE
1. What public works projects has your organization completed for the period of one (1) year prior to the
date of the current bid?
When
Contract Amount Class of Work Completed Name and Address of Owner
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2. What public works projects are now in process of construction by your organization?
When to be
Contract Amount Class of Work Completed Name and Address of Owner
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3.
Have you ever failed to complete any work awarded to you?
If so, where and why?
4. List referenced from private firms for which you have performed work.
SECTION II PLAN AND EQUIPMENT QUESTIONNAIRE
1 . Explain your plan or layout for performing proposed work. (Examples could inclu de a narrative of when
you could begin work, completed the project, number of workers, etc. and any other information which
you believe would enable the governmental unit to consider your bid.)
2. If you intend to sublet any portion of the work, state the name and address of each subcontractor,
equipment to be used by the subcontractor, and whether you expect to require a bond. However, if you
are unable to currently provide a listing, please understand a listing must be provided prior to contract
approval.
3. What equipment do you have available to use for the proposed project? Any equipment to be used by
subcontractors may also be required to be listed by the governmental unit.
4. Have you entered into contracts or received offers for all materials which substantiate the prices used in
preparing your proposal? Otherwise, please explain the rationale used which would corroborate the
prices listed.
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SECTION III CONTRACTOR'S FINANCIAL STATEMENT
Attachment of bidder's financial statement, is mandatory. Any bid submitted without said financial
statement as required by statute shall thereby be rendered invalid. The financial statement provided hereunder to
the governing body awarding the contract must be specific enough in detail so that said governing body can make
a proper determination of the bidder's capability for completing the project if awarded.
SECTION IV OATH AND AFFIRMATION
.I hereby affirm under the penalties of perjury that the facts and information contained in the foregOing bid
for public works are true and correct to the best of my knowledge and belief.
Dated at
this
day of
(Name of Organization)
By
(Title of Person Signing)
ACKNOWLEDGEMENT
STATE OF
COUNTY OF
)
)
)
being duly sworn, deposes and says that he is
of the above
(Name of Organization)
(Title)
. and that the answers to the questions in the foregoing questionnaires and all statements therein contained are
true and correct.
Subscribed and sworn to before me this
day of
Notary Public .
My Commission Expires:
County of Residence:
.....-...
B-105
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NON - COLLUSION AFFIDAVIT
The undersigned bidder or agent, being duly sworn on oath; says that he has not, nor has any other
member, representative, or agent of the firm, company, corporation or partnership represented by him, entered
into any combination, collusion or agreement with any person relative to the price to be bid by anyone at such
letting nor to prevent any person from bidding nor to include anyone to refrain from bidding, and 'that this bid is
made without reference to any other bid and without any agreement, understanding or combination with any other
person in reference to such bidding.
He further says that no person or persons, firms, or corporation has, have or will receive directly or
indirectly, any rebate, fee, gift, commission or thing of value on account of such sale.
OATH AND AFFIRMATION
I affirm under the penalties of perjury that the foregoing facts and information are true and correct to the
best of my knowledge and belief.
Dated at
this
day of
STATE OF
COUNTY OF
(Name of Organization)
By
(Title of Person Signing)
AcKNOWLEDGEMENT
)
) SS:
)
being duly sworn, deposes and says that he is
(Title)
of the above
(Name of Organization)
and that the statements contained in the foregoing bid, certification and affidavit are true and correct.
day of
Subscribed and sworn to before me this
My Commission Expires:
Notary Public
County of Residence:
8-106
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TO THE BIDDER -
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The following Form 96a is not required by the State Board of Accounts. However, the bidder must
either use this form or one similar to it prepared by their accountant.
JACOBI, TOOMBS AND LANZ, INC.
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B-108
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General Form No. 96-3
PreScribed by the State
Board of Accounts of
lndi:uu. Rcv;..,d 1949
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STANDARD QUESTIONNAIRES AND
FINANCIAL STATEMENT FOR BIDDERS
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Prescribed by
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THE STATE BOARD OF ACCOUNTS OF INDIANA
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For use in investigating and detetmining the qualifications of bidders on public
construction when the aggregate cost of any such work or improvement will be Five
Thousand Dollars or more.
These statements to be submitted under oath by each bidder with and as a part of his
bid, as provided by Chapter 305, page 1248, Acts of 1947.
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Submitted to
..................................-..................................................................................................-...........................................................................................................-..
By ...................._.............._...........................;........................................................ { ~ ~:~~::~~hiP
, An individual
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Address
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............................-..........--.................................-.........1...................................................................................................................................................................-
Date submitted
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20
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Filed
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A.E. BOYCE, MUNCIE, lNO
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Submitted by { A Corporation
, ........................................................--.......................T...................................................................... .--.......... ......... A Co-partn ership
An Individual
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Principal Office at
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EXPERIENCE QUESTIONNAIRE
The signatory of this questionnaire guarantees the truth and accuracy of all statements and of all answers to interrogatories
hereinafter made.
How many years has your organization been in business as a general contractor under your present business name?
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as a subcontractor?
.....-....................................-..............................................................................................................................................-................................................................-..........................................
What projects has your organiza tion completed? _.. ................................................... ........... .......................... .................................. ..... ..... ....
CONTRACT AMOUNT
CLASS OF WORK
.
WHEN COMPLETED
NAME AND ADDRESS
OF OWNER
........-............................................................................... ...........................................-............................;................... ...................................................................................................... ................................................................................................
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.)a. What projects does your organization now have ill process of construction?
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JNTRACT AMOUNT
CLASS OF WORK
WHEN COMPLETED
NAME AND ADDRESS
OF OWNER
.................................................................................... ........................-............................................................ ...........-.................-....................................................... .............................................................................................
....................................-................................................. ................................................................................. .......................................................................-............. ......-........................................................................
4. Have you ever failed to complete any work awarded to you? If so, where and why.
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complete a construction contract? If so, state n~me of individual, other organization and reason therefor.
................................................................................................................................._.....................~............;,................................-................................................................................................-..........................................................................
6. H~.~..;;;y.;;ffi~~;.;;~..p~~~..~Ty~~;.;;;~~;~.ri;;;;.~;~;.f;ji~d..t;-.~;;~p"i~t~.~..~~.~;~~ti;-;..~;-~tr;tt.h-;;~di~.d.~..hi~7h~;.;-;;
name? If so, state name of individual, name of owner and reason therefor.
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i 8. For what corporations or individuals have you performed wor~ and to whom do you refer?
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9. For what cities have you performed work and to whom do you refer?
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11. For what State bureaus or departments have you performed work and to whom do you refer?
......................................................................................................1..........-.................................................................................................................................
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13 What is the construction experience of the principal individuals of your organization?
., YEARS OF
INDIVIDUALS PRESENT POSITION CONSTRUCTION
NAME OR OFFICE EXPERIENCE
l\1AGNITUDE AND IN WHAT CAP ACHY
TYPE OF WORK~
.... ........~....... ......... .............. ..... ........................ ........ ....... ...... .---. ... ~.....-... ................ .............. -..........-........... ...................-... .....................- ..... ............. ................................ ....... ...~..... ....... . ...... ..~............. .... ................ .....- ........ ..-.... ....
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S:\Sydney\WPDOCSI0510546Aldivision B.wpd
B-ll1
PLAN AND EQl1IPMENT QUESTIONNAIRE
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The signatory of this questionnaire guarantees the truth and accuracy of all statements and of all answers to interrogatories
hereinafter made.
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In what manner have you inspected this proposed work? Explain in detail.
. ........ .... .... ............. .......... ......... ..... ..................... .............. .... .... ....1.. ......... ...... ......... .... ..... ................ ......... ... ....... . .... .... ....... ........ ..... ............ ....... ... ..... . ..... ...... ...
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2. Explain your plan or layout for performing the proposed work.
.................................................................................................................................................... .................t......................--....................................... .......................................................-.. ................-....~........_..:......;, ........................ ...... :......... ..:........-....
................._.............................................~._...................._...........:.::..............:..........~.~..._......t~.......~~.............. ........................................................ .....,....................................... ............. ... ... ............-..-.......... ...... ...........
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3. The work, if awarded to you, will have the personal supervision of whom?
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................................................................................................................................................:-..................................................................................................................-....................................................................................
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4. * Do you intend to do the hauling on the proposed work with you own forces? If so, give amount and type of equipment
to be used.
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if known, the name and address of subcontractor or .agent, amount and type of his equipment, and financial
responsibility. .
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6. * Do you intend to do the grading on the proposed work with your own forces?
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S:lSydlley\WPDOCS\OS\0S46Aldivision B.wpd
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7~ * If you intend to sublet the grading or perform it Ithrough an agent, state amount of subcontract or agent's contract and,
if known, the name and address of subcontractor or agent, amount and type of his equipment and financial
responsibility.
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8. Do you intend to sublet any other portions of the work? If so, state amount bf subcontract and, if known, the name and
address of the subcontractor, amount and type of his equipment and financial responsibility.
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9.
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DESCRIPT10N,
SIZE, CAPACITY,
ETC.
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QUANTITY
ITEM
CONDITION
YEARS OF
SERVICE
PRESENT
LOCATION
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S:\Sydney\WPDOCS\05\0546Aldivision B. wpd
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QUANTITY
ITEM
urchase for us~i on the . to osed work, should the contract be awarded to ou?
APPROXIMATE
COST
DESCRIPTION, SIZE CAPACITY, ETC
ou intend to
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12. How and when will you pay for the equipment putchased?
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13. Do you propose to rent any equipment for this work? If so, state type, quantity and reasons for renting.
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r 14. Have you made contracts or received finn offers for all materials within prices used in preparing your proposal? Do not
~ give names of dealers or manufacturers.
...._.........._..............._...........~...................................................~.......~...~.....~...........................~....................................~~.....~..............u.........................~..............................~......~.................................~........-........~.~..................................-...-~.............-
......................................~..-~~~.~......~.....................................~........~..................~..........................~....~.............~....................~.....~................~.~......~................~......~..................~........................~~....................~.~......................._~......_.......-........
,--
t
i
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Da ted at ............. ...................... ............ ..... .......... this .......... ........:.................... ........... da y 0 f............................ ........................ .... .......... 20
...........................~...~.........................................~..................................~.......~~......................................................~................~........
(N"me of O<ganiz"tion)
By...............................................................................................................................
.................................... .............(Ti.[i~.~rp;;;;,~.s;;;~il>......... ..........................-............
STATE OF. ........................................................ )
) SS:
CO UNTY OF........................................................ )
"
..........................................................:....................................................................being duly sworn, deposes and says that he is a member of
...............................................................................................................................and that the answers to the questions in the foregoing
(Name of Organization)
questionnaire and all statements therein contained Je true and correct.
Subscribed and sworn to me this ........................................................day of ............._......................................................20
1M Y conunission expires .........................................................................
...........~............~.....................~..........
r.
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5:\5ydn01\ WPDOCS\05\OS46Aldivision B. wpd
B-114
CONTRACTOR'S FINANCIAL STATEMENT
Submitted by
.,.... ............................... ............................................---.................................................................. :................... ........ {
A Corporation
A Co-partnership
An Individual
principal office at
................... ........ .-.......-......................-..............--.......................-................................................ ......................... ........-.........--... ............... ............... ............... ..-................ ......................... ............ .........
To
.....................u................................................-................................................-...........................................................u.........u.................................-.............................................................................................--..............................................................................-
Conditions at close of business
1
2
3
4
5
6
r- 7
8
9
10
11
,-
r
ASSETS
Cash: (a) on hand l.............................<b) in bank t.........................................cc) elsewhere ~..........................
Notes receivable (a) due within 90 days .........._..................................................................-...........................
(b) due after 90 days ...................................................................................................-......
(c) past due ...... ................... .............................................. ... .... ....................................... ...,....
Accounts receivable from completed contracts, exclusive of claims not approved for payment ..............
Sums earned on uncompleted contracts as shown by engineer's or architect's estimate
(a) Amount receivable after deducting retainage ....................................................
(b) Retainage to date, due upon completion of contracts ...............................................
Accounts receivable from sources other than construction contracts .....-..............................................
Deposits for bids or other guarantees (a) Recoverable within 90 days .....................................
(b) Recoverable after 90 days .....................................
Interest accrued on loans, securities, etc. .........._...............................................................................................
Real Estate: (a) Used for business purposes................................................................................................
(b) Not used for business purposes .....................................................................................
(a) Listed - present market value .........................................................................
(b) Unlisted - present value .........................................................................
Materials in stock not included in Item 4 (a) for uncompleted contracts (present value) .........-...
(b) other materials (present value) ............................
Equipment, book value ....... ...,. ...... ..m............................... .................... ............. .................. .......-........................ ..,
Furniture and fixtures, book value
Other assets
Stocks and bonds:
....................--......................................................................................................-...............................................................
...................................-....................-..................,.........................................................................................................................-.................-................................
Total Assets
LIABILITIES
Notes payable (a) to banks regular ...................m...'.............................................................................m.
(b) to banks for certified checks .....................................................................................
(c) to others for equipment obligations .........................................................................
(d) to others exclusive of equipment obligations ...............................................................
Accounts payable (a) Not past due ...............................................................................................................
(b) Pas t due ..................... .................... ... ... ........... .......... ........ .... ..... ...................... ..........
Real estate encumbrances
..........................-..........-.................................................i.......................-.....................................-.......................~~~-.~...........-.................
Other liabilities ............. .._ ........... ..................................................................... .............. ......................................
Reserves ..................... ......................................................... ......... ................ ..................................... .......... .............
Capital stock paid up (a) Common ...........................................................................................................
(b) Common ........................ .................... ............ ........ ...................... ......... .......'. ...
(c) Pre ferred ......................................................... ........................... ........... ............
(d) Preferred ...........................................................................................................
7 Surplus (net worth) . ....... ......._........ ............................................... ............ ...................-............................................
, Total Liabilities
1
2
3
4
5
CONTINGENT LIAQILITIE~
Liability on notes receivable, discounted or sold ...............~...~........................~u~..u.....~........._......n..............................--...............................
Liability on accounts receivable, pledged, assigned or sold ............................................................-...........
Liability as bondsman ............................................................................................ .......................................---.......
Liability as guarantor on contracts or on accounts of others ........................................m..............................
Other contingent liabilities
......................................................................................T;t;j.C;~:;~~~tii;biliri~~
S:\Sy<Iney\WPDOCSIOS\0546A\division B. wpd
B-115
Dollars
Cts.
r
1
Cash
(a) on ha.nd ................... ........................................................................,....................... .......... $ ...........................................-. ......
(b) deposited ill banks named below .....................................................................-.. $ ......................................-...-......
(c) elsewhere - (state where) ......................................................_................................. $ ............................-.....................
DETAILS REUTIVE TO ASSETS
r
I
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,
. NAME OF BANK
LOCATION
DEPOSIT IN NAME
AMOUNT
...........................................................................................................n...................---....................................................................................................................................-................-.......................-...............-.............................................................................................-.............
............................................................... ................................................. ................. ........................-.... ............................................................ .................. ........ ...................................................................--.........- ..-.......................................... ............................................ ........... .....
.~........................................................... ...~..~....... ............ .......................... ........................._~........................... ..................................... -.....................-........ .................. ... ........ ................................... .................. ....... - ...........
2*
(a) due within 90 days ................................................................................... $ ..........................................--.......
Notes receivable (b) due after 90 days .......................................................................................... $ ...................................................
(c) past due .................................................................................................-.......... $ .......................................... ..........
FOR WHAT DATE OF MATURITY
HOW SECURED
AMOUNT
RECEN ABLES FROM: NAME AND ADDRESS
...........~........................._..............................................................................................................................-....................... ....................................... ................................................................................................. ............................................................-..............
.......................................................................................~.................................................................~............................................... .........-................................ ....................................................-......................-........................ .............................................-....................-................
.............................................................. ..................~................................................... ..................................... ..................................... ............................................. ... ...-......................................................... ................-............. ........ ......................--...............................-......... ................
Have any of the above discounted or sold? If so, state amount, to whom, and reason.
, . . . ..
...........~......~......................................................~..............................:....................-..............................................................................................................-................................................................~.......................................................~...........................~......................_...._..........................
; . '
3* \ Accounts receivable from completed contracts exclusive of claims not approved for payment
NATURE OF AMOUNT OF
CONTRACT CONTRACT
.........~............~.-...._.................
NAME AND ADDRESS OF OWNER
AMOUNT RECEN ABLE
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I
............. ............... .... ......................... .................................... ...................... ........ ....-........... . ..-....... .... ..........-........... .-........................................ ....... ....... ~.... ................~....... ......... ............. ...................- --................ .......... ...... -..--...--. .... -... ....................... ............ .....~~......
...~................~~............................_.......-....................... ...................
... ......... ................ ....... .........._...... ........ ............u ............................ ........... ................... ..............~ .............................~................................~.... ............... ..............~... ............ ........~.. ........ ................... ....... -.. .....
....~...i........ ............ .......~...-......................~......................~...................................... ~..........~...... ........................~......................................................... ~........................ .................. ~..... .......... ......................... ........ .... ............ ............ ..............-.......-................................-... ..... .~.....
I I
Have any of the above discounted or sold? If so, state amount, to whom, and reason.
I
...... ....................................... .... ... ............ .......... ................ .. . ........ ......... .. J... .,..... .... .......... .... ............... ........ ....... ........... ................. m........ ................ .... ...... ..... - - ..........
,
Sums earned on uncompleted contracts, as shown by engineer's or architect's estnnate
4* (a.) Amount receivable after deductingretamage $ ..............................................................-_..............~
.......................................................................................-...............
(b) Retainage to date due upon completion of contract $ .............................................................. -...................
..................~.................................................................
DESIGNATION OF AMOUNT OF AMOUNT AMOUNT RETAINAGE AMOUNT
CON1RACT AND NAME EXCLUSIVE OF
AND ADDRESS OF OWNER CONTRACT EARNED RECEIVED WHEN DUE AMOUNT RETAINAGE
.................................................~.........................~....................... ........................._........u..................... ............................................... .............................-....................... ................................................... ...............................~......... ........................~........-......................
............................................................................................................. ........................................................... .................................................... ~.......................................................... ............-............................-..... ...................~.....~............... .......................................--................-..
........................................................................................................ ...........-............-.................................... .................................~.............. ......................................................... .................................................... ...............................~........... ......................~............-........................
...................................................................................................... ............................................................. .........................-...................... ..........................................."................ ................................-......-....... ......................................... .......................................-........................
I I I I .
:E-;Iave any of the above been sold, assigned or pledged? If so, amount, to whom and reason.
L
n
~
..~.................................~.............-............_.................................................................................:-.........................~................................................_..................~.........................................................:...........................................-.......~.......................................--....................
. List separately e-a.ch item amounting to 10 percent or more of the total and combine the remainder.
........
t
S:ISydneyIWPPOCS\0510546Aldivi.ion B.wpd
B-116
,
5 * \ Accounts receivable not from construction contracts ......m....m..................---.---.........--. $
RECEIVABLES FROM: NAME AND ADDRESS FOR WHAT WHEN DUE
..............................-................................-...........................
"".. ...... ...... ... ...... ..... ....... ... .... ....... ...... .... ....... ....m... ....... m" ..... ........ ." ...... .-.... .................... .. ................. . ..... ............ .... ........ ." ...... ....... ......... ............. ................. ........
AMOUNT
.. ... ........ ............. ....... ... ......... .......m." .... .... .............. .... ....... ......... ....... .._... ...... .......................... ....... .... ... ..... ..",., ..-. ... ............. .., ... ... ...... .... ..... ... no ... ........ ... ...
.......
~ ". ...... ........ ... ...... ..... ............ ..... ........ ..... ..... .... .............. .... ....... .. ... .... ........ ...... ......... ............... ...... .. .............. .. ..... .......... .... ........... ., . ..... ....... .... .. .'. ................. ......
~
What amount, if any, is past due
,
6* Deposits with bids or otherwise as guarantees $
...-............................................................................................................ ..................-...................................................................-
DEPOSITED WITH: NAME AND ADDRESS FOR WHAT WHEN AMOUNT
I RECEIVABLE
.................................................-........................................................................................................................... ................................................................................ ..........................................................-....-.................. ..........................................................................--
........................................................................................................................................................................................ ............................................................ .................................................................-...... ..................................................................-...
I
.......................-.....................................................-....................................................................... ................................................................... ..........................................................-.............. ......-..........................................................-..
................................................................................................................................................................ ..................................................................... ..............-.................................................... .......................................................................-
7 Interest accrued on loans, securities, etc. $
..,..........-.......-................................................................................... ...................................................................................-...
. ON WHAT ACCRUED TO BE PAID WHEN AMOUNT
, .........................................................-............................. ....................................................................-...
..............................................................................................................................................................................................................
...................................................................................................................................................................................................................... ................................................................................ ............................-.....................................--..
..........'.........................................................................................................................................................................1.............................-................ .......................................................................................... ............................................................................
,
...........................-.................................................................................................................................'.............-.................................... ............................................................................................. ...........................-..............................................
i S Real estate { (a) used for business purposes $
................................................................................................. ...................................................................................
book value (b) not used for business purposes $
.............................................................................. ...................................................................................-..
IMPROVEMENTS TOTAL BOOK
DESCRIPTION OF PROPERTY NATURE OF BOOK VALUE VALUE
IMPROVEMENTS
1 .......................................................................
........................................................................................................................................................ ......................................................................... .......-..............-.........................
2 .................................................... .............................................................................
.................................................................................................................-.................................. ...............................................................................
3 ......................................................................... ........................................................... .....................................................................
............................................................................................................................................................
4 ...................-.....................-......... ................................................................- .......
........................................................................................................................................................... ...................................................................................
5 ........................................................................ ....................................................... ............................................................--.....
.........................................-.................................................................................................................
6 .-........................................................................ ....................................................... ..........................-................................-......
7 .................................................................................................-...................................................
LOCATION HELD IN WHOSE ASSESSED AMOUNT OF
NAME VALUE ENCUMBRANCES
1 ....................-................................... .....................................................................
........................................................................................................................................................... ..........................................................................
2 I ......................................................................
........................................................................................................................................................ ......................................-.............................. ..................-...............................
3 ...............................-...................... .........................................................................
....................................-................................................................................................................... ......................................................................
4 ..........................................................................
.................................................................................................................................................. ..................................................................................... ...-..................................................
5' , ........................................................... .....-......................................................-.......
..............................................................................................-........................................-.............:........ ..................................................................
6 .............................................................. .....................................................................-.....
.................................................................................................................................................~.......... ...............................................................-.............
7 I I .
........................................................................................................................................................................ ..........................................................................-
$
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,.....
*: List sepantely each item amounting to 10 percent or more of the total and co~bine the remainder.
".-.
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s:\Sydney\WPDOCS\OSIOS46Aldivision B. wpd
B-117
r
L DETAILS RELATIVE TO A,SSETS (Continued)
t Stocks and bonds (a) Listed ... present market value $
...-............-..-..--.........-..................-................ ...........................--...-...............................-.....................
(b) Unlisted ... present value $
..---.....-................--.................-....................................... .................-....................................................................
LIST NT. OR PRESENT
F-'SCRIPTION ISSUING COMPANY DIV. PAID PAR MARKET QUANTITY AMOUNT
VALUE
~ DATE % VALUE
........u.............................................._ ............................................---....-....-...-................................... .................................................. ..--..--.................................... .......................-.............. ............................................... ......................................
~
r '..................-..................--........ .... ..... ................... ..............-...... ~.. ~~ ~.............~. ..... ............. ....~..... ............~.........._._.;...... ......-........................-.......... ................................. ......~.......~................... ................................
;, ,
................~............_................... ...-................................................................................- .............................................. ............................................ ............-....................... ...................--......................... .......................................
......u...............~............................ .................................-................................................................ ..............-....................... -.......................................... ............................................. ........................................... ....................................
t ,........................................................ ...................................................-....................................~.. ..-...................................... ..-.................................... .....................................-..... .............................................. ...................................
I
............................................................ ....................................................................................................... ................................................ ...........................................- .................................... ...............................-..........- ............-.........................
r~Ho' HAS AMOUNT
IF ANY ARE PLEDGED OR IN ESCROW, STA 1E FOR WHOM AND PLEDGED
JOSSESSION? REASON OR IN
r ESCROW
;
.
....................................~................... ...........................................................--....-.............................................................................................................................................................................................................. ................-................-
........................................................ .......................................................-................................................................................................................................................................................................................. ........-..........................-
.....................................~............... ................................................................................................................................................................................................................................................................. .................................
i
.............................................~................. .......................................................................................................................................................................-........................................................................................................... ..................................
r:::::::::::::::::::::::::::::::::::: ........................................................................-....................................-...................--........................................................................................................................... ...........................-......
..............................................................................................................................................-..........................-.......................................................-.............................-..................... ....................................
: I
Materials 10 stock and not included 10 Item 4, Asset~:
n (a) For use on uncompleted contracts (present value) $ ......~................................................................................................- .
...................................
(b) Other materials (present value) $ ....................................................................................................- -
.............................-....................................................................
~ PRESENT VALUE
': SCRIPTION OF MATERIAL QUANTITY FOR UNCOMPLETED OTHER MATERIALS
~ CONTRACTS
/"""'"'................ ......m..............................m........... ...................................................-................ ............................................................................................... ............................................................-................................. -
t
, .......~..............._.............................................................................- ..........................................-....................... ......................................................................................... .................-.............--...................................................- --
~ ,
..........-...............................................................................................-..... ................-.-................-............................. ........~................................................................................. ..................-......................................................................-.- --
.-............................................................................................................. ................................................................. .-................-........................................................................... ........................................................................................... -.
;.
~'
ll* Equipment at book value $
........................-.........................................................:...-.................................................................................... ....................................................................................... ..
,......
i AGE OF PURCHASE DEPRECIATION BOOI<-
. .NTITY DESCRIPTION AND CAPACITY OF ITEMS CHARGED OFF VALUI ..
. 11EM PRICE
r-.................. ............................................................................-...................................................-................... ................................. ..................................................... ..................-............................................ .......................- ...
I
, ...................-
'............................ ........................-............................................................-............-................................................................. ...-........................-. ................................................... .....~....................... ................................. .-.
,
.................................. ....................................................-...............................................-............................................................. ................................... ................................................ ....................................~...................... ......................... ...
f
i \.ere ahy liens against the above? If so, state total amount I
h <ir more items are Iwnped above, give the swn of their ages.
S:lSydney\WPDOCSIOSI0546Aldivision B. wpd
B-118
$ ....... .................................. ..........-
DETAILS RELATIVE TO ASSETS (Continued)
12
13
Furniture and fixtures at book value $
'''.0.''''--.''''-. _..___.._ ............................................. ................................................ .............................................-................ .................-.......
Other assets $
......... ....._.... ..... ..n.... .... ....... ... .............. ..................... ..... ..0.......... ..._ _ _....... ....._ _ h _.0... _._ _. _ ..... 0_ O' 0... 0... _ _ _.0.0 .m__ _,.0.0' - ....... .... .........
DESCRIPTION AMOUNT
....................................................................................................................................................................................................................................................................................................................... .......................................................................................n.......
..........................................................................................................................................................................................................--............-....................................................-.......... ......................-...........................-..................................
r
I. Total Assets:
l
(a) To banks, regular $
.............................................................................................................-..............-.............. .....................................................-.............
1 { (b) To banks for certified checks $
.................................................................................................................. ................................................................
(c) To others for equipment obligations $
...................................................-........................................ .........................-................................................
(d) To others exclusive of equipment obligations $
...................................-...................-.............. ............................................................................
TO WHOM: NAME AND ADDRESS WHAT SECURITY WHEN DUE AMOUNT
.......................................................................-................................................................ ....u_.............................................................. .........................................-...................... ..................-...................................................................
....................................................................................................................................... ........................................................................... ........................................................................ ...................-........................................................................
2 { (a) Not past due $
................................................................................................................................................................................. ...................................................................
(b) Past due $
..........._.............................................................u............................................................................................................. ...........................................................................
,TO WHOM: NAME AND ADDRESS FOR WHAT DATE PAYABLE AMOUNT
............................................................................................................................................ ........................................................................ ......................................................................... ...........................................................................................
.........................................................................................................................-........................... -......................................................................... ......-.........................................-..................... ..........~....................................................................................
3 Real estate encumbrances (see Item 8, Assets) $
...-.................................-...........-................................ ...................-..................-..........................................
4 Other liabilities $
...........................................................-..................................-...................-...................................................................-....... ............................-.........-......-..................-............
DESCRIPTION AMOUNT
........1.................................;...................................................................................................................................................................................................................................................................... ...................-......~...........-.. .:................................................
...................................................................................................................................--.....................................................-.............................................................................-............................ .................................-.................................................
S Reserves $
...........................-.....................................-................-...........................................................................................-................................................ ..-.........................................................-.................-....
INTEREST INSURANCE BLDGS & FIX PLANT DEPT. TAXES BAD DEBTS
$ $ $ $ $ $
6 up{ (a) Common $ .........................................................................-...
Capital Stock paid .........................................................................................................-......................................
(b) Preferred $
, ............................-.................................................................................................................. ..........-................................................................
7 Surplus $
..-....................................................................................................................................................-...................................................................... ........................-..............................................................
I Total Liabilities:
DETAILS RELATiVE TO LIABILITIES
S:\Sydney\WPDOCS\05\OS46AldivisiOll B.wpd
B-119
If a corporation, answer this:
,
Amount for which incorporated
.....................................................................................-..............................................................-................................-....................-...................-.............-......................-....................................................
\... 4 ..:al p aid in cash....... ............ .............................. ........ ........ ..: .........._..............................._....... ..........._....... $ ............:...................... ....-......... ..... .........
When incorporated
...................................................................--................................................................................................---..............................................................-........-.............................................................--....-............................................
In what state
............................. ............................................................................................ .... ...................................................._..............._.....__....... n_................_..................... ................-................. ........................................................-.....................
Names and titles of all persons having authority to execute and receipt estimate vouchers and to conduct other business for
the. corporation, including its officers, the signatures of whom are legally binding.
.. ............. ................ ...................................................................................-...............................................-... ............................................................-........................................................-..............................-......... ......... ...................... .............. .......................................
....................................................................................................-..........................................................................................................................................................................................................................................................................................
..............................-................................................................ .......................................................................................-.............-........................................................ ..-.................-.......................................-................... .............................. .............
............................................-.........................................;................................................................................................--.......................................................................................................-............-..................................................................................................
..... .......... . ....... .... ......... ....... .................. ...... ............ ....................... ...... .................. ................ .................. ......................... .............................. -..... ........ ........ ...................... ...... ....... ...... ............ ........ .... ........................ ................. ............ .................. ........ ......... . ............... ............... ..... . ....... ..... ......
Do you have the necessary "certificate of authority" to transact corporate business in this state, under the terms of
Chapter 215, Acts of 1929, and acts amendatory thereto? .............................._...............................................................................................
If a co-partnership, answer this:
r0-
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I
Date of organization
..................................-..-..-..-......--.....................--..-.........................-..............................................................-..........................................................................................................................-...........................
State whether co-partnership is general, limited or association
............................................-........................................................-................................-..................................................................
Give the names, addresses and proportional interests of all parties
....................................................................................................................................-.....-..............................-..
NAME
ADDRESS
SHARE
$
.......................... ......-....................................................................... ....... ........................................................................ .................... ................................................................. ...........................................-
.................................................--..............................---...........................-................................................-.................................................
$
..........................................................................................................
$
........................................................................................................
$
..........................................................................................................
$
.......................................................................................................
$
...........................................................................................................
$
.....................................................................................................
$
r
..........................................................................................................................................................................................................
.....................................................................................................................................................-...................................................
..............................................-........................-......................................................................-........................................................
......................................................................................................................................................-.....................................-........
.............................................................................................................................................................................................................
.............................................. ...........-..........-. ............................. ................................................................................. ....-.....................................................-....................................................................
........................................................................................................
,--.
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S:\Sydncy\WPDOCS\05\0546Aldivision B.wpd
B-120
The ~e of the partnership firm under which the above partners are operating is
....... -.......................-...................................... ...........................--.......... ..................................-............
Gi:;~.~~;.~d.rid;;.;i;n.p~;~;;~~.~~g.;~th;;ritY-t~-~~~t;~~d.~~~cipt~~~~t~.:;~~h~~..~~~i"t~-~~~d~~t.;;th~;.b~~~~~.f;;~.th~.p;rt~~~.~hip.:.th~
r signatUl:es of whom are legally binding.
...........--..........................................................................................-..........--..................--.............................-.....-...--.........................--.................-.............................-.................................;................................--................................-.............................................................--...
...............u ...............................................................................--..-....................--.............--........-.....-..---....................-........................................................................................................... ...........................................-.... ................................. ...............
Th~';;;-d~~~~dj;~~;by.d~~~~.th~tth~.f~;~~~.~.~.~.~-;~~t.~f"ili~.fi~~~ci;i.~;;~diri~.~.~fih~.~~~;;r~;~p;;;;:;~.;;.hip.~;.~~;p~;~ri;;~.h~;~~
first named, as of the date herein first given; that this statement is for the express purpose of inducing the party to whom it is submitted to award the
submitter a contract; and that any depository, vendor or other agency herein named is hereby authorized to supply such party with any information
nec~ssary to verify this statement.
NOTE: A co-partnership must give firm name and signatUl:e of all partners. A
corporation must give full corporate name, signatUl:e of official and affix corporate
seal.
.........................................-...................-..............................................................................................
...........................................................................................................................................-..
.............................................................................................................................-.....-.....
..........................................................................................................-........-.........-.
Affidavit for Individual
COUNTY OF
...... ...... ...............................- ........... )
) SS:
......... .... ... ............ .... .... ........ ... ......... )
STATE OF
......,..............................................................................................._...................being duly sworn, deposes and says thereof that the foregoing fl11ancial
statement, taken from his books, is a true and accurate statement of his financial condition as of the date thereof and that the answers to the
foregoing interrogatories are true.
.......................................................................................................................
(Applicant must sign here)
Subscribed and sworn to me this ...................................... day of ...................... 20 ...............
..,..... .... ............... .........................................................-..-............................................................................-.................
Notary Public
Affidavit for Co-Partnership
CuUNTI OF
...........................................................................................................................being duly sworn, deposes and says that he is a member of the firm of
...........................................................................................................................and that he is familiar with the books of said flnn showing its financial
condition; that the foregoing financial statement, taken from the books of said firm, is a true and accurate statement of the financial condition of said
flnn as of the date thereof and that the answers to the foregoing interrogatories are true.
........................................................ )
) SS:
.............. ........ ...... ............................ )
C~'TE OF
..................................................................................................................-.....
(N1ember of firm must sign here)
Subscribed and sworn to me this ......................................day of ...................... 20 ...............
..................................................................................-.............................................................-..................-....-........
Notary Public
Affidavit for Corporation
COUNTI OF
..............................................................................................._..................being duly sworn, deposes and says that he is a member of the corporation of
J............................................................................_....................................described in and which executed the foregoing statement; that he is familiar
with the books of said corporation showing its financial condition; that the foregoing financial statement, taken from the books of said corporation i:
a true and accurate statement of the financial condition of said corporation as of the date thereof and that the answer to the foregoing interrogatorie
are true.
........................................................ )
) SS:
...... ........... ....... ........... .. ................... )
STATE OF
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(Officer must sign here)
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Subscribed and sworn to me this .................................._..day of .............m........ 20 ......m......
'.................. .-.....................................-...........................-....................-.........-..........................--................-.....
Notary Public
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DIVISION C - GENERAL CONDITIONS
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SECTION C-l- GENERAL CONDITIONS
1.0 TERMS DEFINE].)
1.1 OWNER
JEFFERSONVILLE SEWER BOARD
CITY OF JEFFERSONVILLE, INDIANA
1.2 ENGINEER
JACOBI, TOOMBS AND LANZ, INC.
OR ITS AUTHORIZED REPRESENTATIVE
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1.3 CONTRACTOR PERSON, FIRM OR CORPORATION TO WHOM THE WITHIN
CONTRACT IS AWARDED BY THE OWNER, AND WHO IS
SUBJECT TO THE TERMS THEREOF
,....... 1.4 A.C.I.
1.5 A.S.T.M.
1.6 N.E.M.A.
1.7 A.A.N.
1.8 E.D.A.
1.9 A.W.W.A.
1.10 A.N .S.I.
1.11 O.S.H.A.
AMERICAN CONCRETE INSTITUTE
AMERICAN SOCIETY OF TESTING MA TERlALS
NATIONAL ELECTRICAL MANUFACTURERS ASSOC.
AMERICAN ASSOCIATION OF NURSERYMEN
ECONOMIC DEVELOPMENT ADMlNISTRA TION
AMERICAN WATER WORKS ASSOCIATION
AMERICAN NATIONAL STANDARDS INSTITUTE
OCCUPATIONAL SAFETY AND HEALTH ADMIN.
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2.0 UNIT PRICES ON BID FORM
2.1
The list of unit prices to be submitted with the bid form if asked for in the "Instructions to
Bidders", are for all work and deleted, additional or omitted work as ordered by the
ENGINEER. All prices as shown by the bidder shall be installed prices unless requested
differently on the bid form.
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2.2 The total job shall be bid and paid for as mentioned in the "Instructions to Bidders".
2.3 Extras shall be handled and paid for as stated in these specifications in paragraph 22.0 "Extra
Work Procedures" and in paragraph 23.0 "Extra, Additional or Omitted Work Payment."
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3.0 CONTRACT SECURITY
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3.1
The CONTRACTOR shall furnish a surety bond in an amount at least equal to one hundred
percent (100%) of the contract and for payment of all persons performing labor or furnishing
materials in connection with this contract, and securing f&ithful. maintenance of said work
for a period of one (1) year after final acceptance of this contract.
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4.0 CONTRACTOR'S INSURANCE, GENERAL
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4.1 The CONTRACTOR shall not commence work under this contract until he has obtained all
insurance required under Articles 5.0 and 6.0, General Conditions, and such insurance has
been approved by the OWNER.
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4.2 The CONTRACTOR shall not allow any subcontractor to commence work on his
subcontract until all similar insurance required of the subcontractor has been so obtained and
approved.
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4.3 Insurance required in Articles 5.0 and 6.0 will not be required of CONTRACTOR's not
performing work at the site of the improvements.
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5.0 PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE
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5.1 The CONTRACTOR shall take out and maintain, during the life of this contract, such Public
Liability and Property Damage Insurance as required to protect himself and any subcontractor
performing work covered by the contract from claims for damages for personal injury,
including accidental death, as well as claims for property damages, which may arise from
operations under this contract, whether such operations be by himself or by any
subcontractor, or by anyone directly or indirectly employed by either of them, and the
amounts of such insurance shall be as follows:
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GENERAL (COMPREHENSIVE) LIABILITY
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5.2
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(1) Bodily Injury or Death - Each Person $500,000
(2) Bodily Injury or Death - Each Accident $500,000
(3) Property Damage - Each Accident $100,000
(4) Property Damage - Aggregate $300,000
The aforesaid requirements for General (Comprehensive) Liability shall also satisfy the
requirements of the "Save Harmless" clause set forth in these Ge.neral Conditions, Article
7.0, "Responsibility for Damage, Claims, etc.". If insurance provided above does not satisfy
these requirements, additional insurance shall be provided to satisfy such requirements.
6.0 EMPLOYEE INSURANCE
6.1 The CONTRACTOR shall comply with the . laws of the State of Indiana regarding
employment and payment of employees, and shall maintain insurance satisfactory to the
OWNER to protect both himself and the OWNER from claims under Workmen's.
Compensation Acts and from any other damages for personal injury, including death, which
may arise from operations under this contract, whether such operations be by himself or by
any subcontractor or anyone directly or indirectly employed by either of them.
6.2 Certificates of such insurance shall be filed with the OWNER and shall be subj~ct to his
approval for adequacy of protection.
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7.0 RESPONSIBILITY FOR DAMAGE, CLAIMS, ETC.
7.1
The CONTRACTOR shall indemnify and save harmless the OWNER and all of its officers,
agents, and employees from suits, actions, or claims of any character, name and description
brought for, or on account of, and injuries or damages received or sustained by any person,
persons, or property by or from said CONTRACTOR or by or in consequence of any neglect
in safeguarding the work or through the use of unacceptable materials. in construction, or by
or on account of any act or omission, neglect, or misconduct of said CONTRACTOR or by
or on account of any claims or amounts recovered from any infringement of patent,
trademark or copyright, or from any claims or amounts arising or recovered under any law,
ordinance, order, or decree, and so much of the money due the said CONTRACTOR under
and by virtue of his contract as shall be considered necessary by the OWNER may be
retained for the use of the OWNER, or in case no money is due, his surety shall be held until
such suitor suits, action or actions, claim or claims for injuries or damages as aforesaid shall
have been settled and suitable evidence to that effect furnished to the OWNER.
8.0 CONTRACTOR'S UNDERSTANDING
8.1 It is understood and agreed that the CONTRACTOR has by careful examination, satisfied
himself as to the nature and location of the work, the conformation of the ground, the
character, quality and quantity of the materials to be encountered, the character of equipment
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and facilities needed preliminary to and during the prosecution of the work, the general and
special conditions, and all other matters which can in any way affect the work under this
contract.
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8.2 No verbal agreement or conversation with any officer, agent or employee of the OWNER,
either before or after the execution of the contract, shall affect or modify any of the terms or
obligations herein contained.
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9.0 PAYMENT OF CONTRACTOR
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9.1 At the end of the twenty-fifth (25th) day of each calendar month that construction has been
in progress, provided that at least thirty (30) days shall have elapsed since the beginning of
construction, the CONTRACTOR shall submit to the ENGINEER his estimate of the
percentage oftotal work completed and his claim fornim~ty percent (90%) on the appropriate
claim form. The ENGINEER shall then process the claim and submit it for approval of
payment by the OWNER at its next regularly scheduled meeting.
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9.2 When the project has been completed and accepted by the ENGINEER and OWNER, the
OWNER shall pay to the CONTRACTOR the full amount due him under this contract
including the amounts withheld from previous payments within thirty (30) days of said
acceptance.
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9.3 Before final payment, the CONTRACTOR shall show to the OWNER satisfactory evidence
that all just liens, claims and demands of his employees or from parties from whom material
used in the construction of the work may have been purchased or procured are duly satisfied,
~d that the material furnished and the work done are fully released from all such liens,
claims and demands.
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10.0 STRUCTURES AND UTILITY SERVICES ENCOUNTERED
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10.1 Various underground and service structures, including water distribution system mains,
hydrants, gas lines, storm and sanitary sewers and other such items are shown 011 the drawing
for the information of the CONTRACTOR.
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10.2 This data obtained from various records are shown only as a convenience to the
CONTRACTOR in locating the utilities and structures. Such information is not to be
construed as a representation that such structures will be found or encountered as plotted.
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10.3 Other Structures and utilities may be encountered which are not shown on the drawings.
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10.4 If any such interference is encountered during the course of construction, the
CONTRACTOR shall make suitable arrangements with the public utility or service company
involved to cut and repair, remove and replace, abandon or relocate any structure so
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encountered, all at the expense of the CONTRACTOR with no additional cost to the
OWNER.
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10.5 The CONTRACTOR shall make every effort to avoid damaging existing underground
utilities.
10.6 Where replacement of utilities, storm or sanitary facilities or other items of the OWNER are
necessary, the repairs shall be made using the same type of materials and methods employed
in the original construction, and all costs shall be paid by the CONTRACTOR, with no costs
to the OWNER.
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. 10.7 Sewers that do not interfere with the construction of this project, but are damaged due to the
negligence of the CONTRACTOR shall be replaced at his own expense, with no additional
cost to the OWNER.
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10.8 If sanitary sewers or laterals are encountered that require relocation before completion of this
project can take place, or are ordered relocated by the ENGINEER, this work shall be paid
for by the OWNER.
10.9 The CONTRACTOR shall not be required to relocate public utility poles. Such relocation,
if required, shall be done by others.
11.0 TIMELY DEMAND FOR POINTS AND INSTRUCTIONS
11.1 The CONTRACTOR shall provide reasonable and necessary opportunities and facilities for
setting points and making measurements.
11.2 He shall not proceed until he has made timely demand upon the ENGINEER for, and has
received from. him, ~uch points and instructions as may be necessary as the work progresses.
11.3 The work shall be done in strict conformity with such points and instructions.
12.0 LINES AND GRADES
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.12.1. The ENGINEER will stake all TBM'S and Control Points.
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12.2 The CONTRACTOR shall set all other stakes, grade stakes, or control required for
construction of this project.
12.3 It shall be the CONTRACTOR'S responsibility to establish intermediate lines, grades and
elevations, based on control points established by the ENGINEER, to complete the project
. as shown on the plans and stated in the specifications.
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12.4 All stakes will be set on a one-time basis.
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12.5 Stakes which must be replaced by the ENGINEER will be at the expense of the
CONTRACTOR at the current rate per survey crew-hour, including travel time, reg;:ndless
of the cause ofloss ofthe stakes.
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12.6 Such expense for fe-staking shall be deducted frornany monies due the CONTRACTOR,
and paid to the ENGINEER.
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13.0 ASSISTANCE BY CONTRACTOR
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13.1 The CONTRACTOR shall furnish the ENGINEER or his assistants with any labor required
and necessary in the establishment of lines and grades or for the thorough inspection of, the
culling over, or the removing of defective materials, or for thorough examination into any
of the work or any other purposed required in the discharge of their respective duties, for
which no additional allowance or payment will be made.
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14.0 INTENT OF PLANS AND SPECIFICATIONS
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14.1 All work that may be called for in the specifications and not shown on the plans, or shown
on the plans and not called for in the specifications, shall be accepted and furnished by the
CONTRACTOR as if described in both ways.
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14.2 The plans and specifications are intended to be explanatory to each other, but should any
discrepancy appear or any misunderstanding arise as to the meaning of anything contained
in either, the ENGINEER shall make the necessary interpretation.
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14.3 The CONTRACTOR shall keep one set of plans and specifications on the site of the work
at all times. This set shall be kept current by the addition of all approved changes, addenda,
and amendments thereto.
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15.0 PROTECTION OF THE WORK
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15.1 The CONTRACTOR shall continuously maintain adequate protection of all his work from
damage and shall protect all adjacent or encountered property from injury or loss arising in
connection with this contract, as provided by law and the contract documents.
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15.2 The CONTRACTOR shall provide and maintain all passageways, guard fences, lights and
other facilities for protection required by public authority or local conditions.
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15.3 The CONTRACTOR shall make provisions to properly protect all work, persons, animals,
and property against injury or damage.
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At night, all warning signs shall be properly illuminated so that they are easily read.
The ENGINEER may order additional lights or torches in place along the work when he
deems it necessary.
Items in this section shall be provided by the CONTRACTOR in his bid price or prices.
The extra lights, as deemed necessary, shall be provided with no additional cost to the
OWNER.
16.0 TRAFFIC CONTROL
16.1 The CONTRACTOR shall provide and maintain access to and from the job site so daily
operations are not hindered.
16.2 Sufficient barricades, supplemented by \V~t~hrr1e~~~nagmen, if deemed necessary by the
EN GINEER, shall be continuously provided to protect any and all partS of the work and to
insure safe and orderly movement of traffic.
16.3 In case of violation of these provisions, operations shall be suspended until adequate
measures are taken for full compliance.
17.0 INSPECTION
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17.1 The ENGINEER, his representative and representatives of regulatory agencies shall at all
times have full access to the work and to all materials intended for use in the work, as well
as to plants where such materials are produced, and the CONTRACTOR shall provide
facilities for such access and inspection.
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17.2 If the work should be covered up without the approval or consent of the ENGINEER, it must,
if directed by the ENGINEER, be uncovered forexarnination at the CONTRACTOR's
expense.
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17.3 An inspector may be present at all times during construction and shall have the power to
represent the ENGINEER.
17.4 Before commencing work, the CONTRACTOR shall notify the ENGINEER and arrange that
the inspector be present during construction.
18.0 DEFECTIVE WORK OR MATERIAL
18.1 The inspection of the work shall not relieve the CONTRACTOR of any of his obligations
to fulfill his contract as herein prescribed, and defective work shall be made good and
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unsuitable materials may be rejected, notwithstanding that such work and materials have
been previously overlooked by the OWNER or ENGINEER and accepted or estimated for
payment.
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18.2 If the work or any part thereof shall be found defective before the final acceptance of the
whole work, the CONTRACTOR shall forthwith make good such defect, without
compensation, in a manner satisfactory to the ENGINEER.
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18.3 If any materials brought upon the grounds for use in the work or selected for" same shall be
condemned by the ENGINEER as unsuitable or not in conformity with the specifications, the
CONTRACTOR shall forthwith remove them to a satisfactory distance from the work.
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1804 If the CONTRACTOR shall fail to replace any defective work or materials after reasonable
notice, the OWNER may cause such defective work or materials to be replaced and the
expense thereof shall be deducted from the amount to be paid the CONTRACTOR.
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18.5 Itis further expressly agreed that the granting of any payment of money hereunder shall not
be considered an acceptance of all or part of the work and shall in no way lessen the liability
of the CONTRACTOR to replace defective work, though the same may not have been
detected prior to the time such certificate of progress, or periodic estimate was made, or prior
to the time that such money was paid.
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18.6 All periodic estimates are to be made merely on approximate quantities and shall be subject
to correction at the time or before final estimate or final payment is made.
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18.7 All materials are to be new, unless by special permission of the ENGINE;ER reused materials
are permitted.
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18.8 Nothing in this contract shall be construed to mean that the OWNER or its ENGINEER
waives or forfeits any right they or he had or has to later complain about or reject defective
material or workmanship.
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19.0 EXPEDITING WORK - CORRECTING IMPERFECTIONS
19.1 If the ENGINEER or the OWNER shall at any time be of the opmIOn that the
CONTRACTOR is neglectirigto remedy any imperfections in the work, or is not progressing
with the work as fast as necessary to insure its completion within the time and as required
by the contract, or is otherwise violating any of the provisions of this contract, said
ENGINEER on behalf of the OWNER shall have the power, and it shall be his duty, to notify
the CONTRACTOR to remedy such imperfection and/or proceed more rapidly with the
provisions of the contract.
20.0 SUSPENSION OF WORK
20.1 Should the ENGINEER deem it necessary to suspend operations of the work due to severity
of the weather, he may notify the CONTRACTOR in writing to suspend operations on the
entire project or any part thereof, and in the event of such right being exercised, the
ENGINEER shall grant to the CONTRACTOR an extension of time equivalent to the time
of the suspension of the work.
20.2 The CONTRACTOR sha119n not less than two (2) days notice resume the work if ordered
to do so by the ENGINEER.
20.3 The OWNER shall also reserve the right to suspend operations for any reason that he may
deem necessary, upon giving a 24 hours notice, for a period not longer than ten (10) days,
at ariy one time, in which event the CONTRACTOR will be allowed an extension of time
equivalent to the time that the work has been suspended, and shall resume work 48 hours
after written notice.
20.4 Should such a suspension be deemed necessary by the OWNER, the CONTRACTOR shall
have no claim for damage due to such suspension:
21.0 TERMlNA TION FOR BREACH
21.1 In the event'th(lt any of the provisions of this contract are violated by the CONTRACTOR
. or by any of his subcontractors, the OWNER may serve written notice upon the
CONTRACTOR and the surety of its intention to terminate the contract, unless within five
(5) days after the serving of such notice upon the CONTRACTOR such violation shall cease
and satisfactory arrangements for correction be made, the contract shall, upon the expiration
of said five (5) days, cease and terminate.
21.2 In the event of such termination, the OWNER shall immediately serve notice thereof upon
the surety and the CONTRACTOR, and the surety shall have the right to take over and
perform the contract.
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21.3 Provided however, that if the surety does not commence performance thereof within thirty
(30) days from the date of mailing to such surety of notice of termination, the OWNER may
take over the work and prosecute the same to completion by contract for the account at the
expense of the CONTRACTOR, and his surety shall be liable to the OWNER for any excess
cost occasioned the OWNER thereby and, in such event, the OWNER may take possession
of and utilize in completing the work, such materials, appliances and plant as may be on the
site of the work and necessary therefore.
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22.0 EXTRA WORK PROCEDURES
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22.1 The right is reserved by the OWNER, without impairing this contract, to order the
performance of such extra work, of a class not necessarily contemplated in the proposal, as
may be considered necessary to complete fully and satisfactorily the work included in the
contract. Such work shall be done by the CONTRACTOR in accordance with the
specifications therefor, or in the best workmanlike manner as directed by the ENGINEER,
for which he shall be compensated as provided under "Extra, Additional or Omitted Work
Payment", paragraph 23.0 in these General Conditions.
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22.2 Where such extra work is required, the work shall be commenced upon receipt of a written
change order form signed by the ENGINEER, or his authorized representative, and
countersigned by the CONTRACTOR, or his authorized representative, and the OWNER.
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22.3 The CONTRACTOR shall submit to the ENGINEER, before construction is started, a name
or list of names of his representative at the project location authorized to sign change orders,
as the need occurs.
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22.4 The CONTRACTOR's or his authorized representative's signature shall acknowledge the
CONTRACTOR's official receipt of the change order and his responsibility to complete the
extra work, as a part. of this contract, as stated on the change order form.
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23.0 EXTRA, ADDITIONAL OR OMITTED WORK PAYMENT
23.1 Adjustments, if any, in the amounts to be paid to the CONTRACTOR by reason of any such
change, extra, addition, omission or deduction as set out in paragraph 22.0 "Extra Work
Procedures" of these General Conditions, shall be determined by either or both of the
following methods:
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Method 1: . By the schedule of unit prices contained in the CONTRACTOR's original bid
and incorporated in the construction contract.
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Method 2:
On a cost-plus limited basis not to exceed a specified limit. The value of
work under this method shall be on the basis of the actual cost of all the items
oflabor (including on-the-job supervision), materials, and use of equipment,
plus fifteen percent (15%) which shall cover the CONTRACTOR's general
supervision, overhead and profit.
23.2 If method 2 is selected, the conditions of23.3 to 23.9 shall apply.
23.3 In case of subcontracts, the fifteen percent (15%) is interpreted to mean the subcontractor's
supervision, overhead and profit, and an additional five percent (5%) may then be added to
such costs to cover the general CONTRACTOR's supervision, overhead and profit.
23.4 The cost oflabor may include required insurance and taxes.
23.5 Power equipment costs shall be based on, ~~e,nt~eI1tal rate~ in llI'ea,s \Vherethe \york is being
performed in, but in no case greater than, the current rates published by the Associated
Equipment Distributors, Chicago, Illinois.
23.6 Use orall necessary hand tools shall be covered in the CONTRACTOR's overhead.
23.7 In the event work is done under this method (cost-plus), the CONTRACTOR shall at the end
of each day, during the progress of extra work, furnish to the ENGINEER daily time slips
showing the name and/or number of each workman thereon, the character of work each
workman is doing and the wages paid or to be paid to him; and also - a daily memorandum of
the material delivered on the work showing the amount and character of such materials, from
whom purchased and the amount paid or to be paid therefor.
23.8 Ifrequired, the CONTRACTOR shall produce any books of account, vouchers, records, or
memoranda showing the work and materials actually pa~d for ,and actual prices therefore.
Such daily time slips and memoranda shall not however, be binding upon the OWNER and
if any question or dispute shall- arise as to the correct cost of such work or material, the
determination of the ENGINEER upon such a question or dispute shall be final and
conclusive.
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23:9 For the proper selection of the above method or methods of payment for additions or
deductions, the following order of preference shall be followed:
First Preference:
If any item or part of any item used in extra work or deductions is
listed or can readily be construed by the ENGINEER and OWNER to
be included within or under any unit price as set out in these contract
documents, Method 1 (23 .1 above) shall be used for payment or
deductions to the contract for added or deducted work.
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Second Preference: All extra or omitted work or part thereof, that cannot be included
under the first preference shall be on a cost-plus limited basis as
detailed in Method 2 above.
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23.10 The ENGINEER shall reserve the right to ask for a lump sum price from the
CONTRACTOR for extra or omitted work whenever or wherever the ENGINEER deems
it suitable.
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23.11 No claim for an addition to the contract sum shall be valid unless authorized as stated in this
article.
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24.0 FINAL CLEANING UP
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24.1 Upon completion of the work and before acceptance and final payment will be made, the
CONTRACTOR shall remove from the site all machinery, equipment, surplus and discarded
materials,. rubbish, and temporary structures.
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24.2 He shall leave the site in a neat and presentable condition, acceptable to the ENGINEER.
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24.3 Material cleared from the site and deposited on property adjacent will not be considered as
having been disposed of satisfactorily.
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25.0 ACCEPTANCE
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25.1 The work shall be inspected for acceptance by the OWNER, or his authorized representative,
promptly upon receipt or notice in writing that the project is ready for such inspection.
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26.0 GUARANTEE
26.1 The work under this contract shall be done in such a manner that no unusual repairs will be
required for a period of0ne (1) year after the date of final acceptance of the work by the
OWNER, unless otherwise stated.
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26.2 At the time of entering into the contract, the CONTRACTOR shall guarantee to the
OWNER, suchguaraIltee shall be incorporated in this contract to protect the OWNER
against imperfections in materials and workmanship, which mayor may not. be apparent
during the period of construction or erection or which may develop within a period of one
(1) year subsequent to the date of final acceptance by the OWNER and the CONTRACTOR
shall, at his own expense, remove or replace in whole or part, any such work, materials,
and/or service performed which may have shown unreasonable deterioration within said
period, upon the written demand and to the full satisfaction of the OWNER and the
ENGINEER.
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26.3 Surety for this guarantee shall be co~ered by the maintenance provision in the section of
these specifications entitled "Contract Security", paragraph 3.0.
27.0 OCCUPATIONAL SAFETY AND I HEALTH ACT
27.1 It shall be the responsibility of any and all CONTRACTORS involved in this project to do
whatever is necessary to comply fully with the "Williams-Steiger Occupational Safety and
Health Act of 1970".
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DIVISION 1 - GENERAL REQUIREMENTS
SECTION I-A - SUMMARY OF THE WORK
1.0 GENERAL
1.1 This project consists offurnishing and installing approximately 744 feet of 15"PVC sanitary
sewer, 77 feetof8" PVC sanitary sewer, 7 manholes, 760 feet of 8" PVC water main, 1 fire
hydrant assembly and all other items shown on the plans and mentioned in the specifications
for a complete project. .
2.0 PERMITS
2.1 Ifblasting is used, a Blasting Permit from the City of Jeffersonville will be required. Contact
the Building Commissioner's office.
3.0 ACCESS
3.1 The Contractor shall restore temporary access to each of the properties in this project at the
close of each day's work, where such access has been interrupted by construction.
4.0 NOTIFICATION OF UTILITY COMPANIES
4.1 The contractor shall notify all of the following utility companies before commencing work:
Jeffersonville Waste Water Dept.
Watson Water Co.
Indiana Gas Co., Inc.
(Sewage)
(Water)
(Gas)
(812) 285-6451
(812) 246-5416
800-666-2854
4.2
If the electric or telephone utilities are likely to be disturbed in the course of construction,
the following utility companies shall be notified by the Contractor:
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SHC
Insight CATV
(Electric)
(Telephone)
(Cable TV)
(812) 285-6608 JeffDom
(812) 948-7177 Ted Coblentz
(812) 288-6471
5.0 TIME OF COMPLETION AND RESPONSIBILITIES
5.1
The work to be performed under this contract shall be commenced within ten (10) calendar
days, after the date that this contract is signed and shall be completed within ninety (90)
calendar days from the signing date, unless impeded by unsuitable weather. In the event of
unsuitable weather, the Contractor shall be allowed the number of working days that he has
been prevented from working because of unsuitable weather.
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5.2 The CONTRACTOR will be penalized $250.00 for each day that it takes to complete the
project beyond the completion date. Such penalty will be held back from monies due the
CONTRACTOR.
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5.3
The work under this agreement shall periodically be inspected by the Engineer or his
representative and the Contractor shall be responsible to said Engineer as well as to the
Owner, for the proper execution of said agreemenL
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6.0 PAYMENT OF CONTRACTOR
6.1
At the end of the twenty-fifth (25th) day of each calendar month that construction has been
in progress, provided that at least thirty (30) days shall have elapsed since the beginning of
construction, the CONTRACTOR shall submit, to the ENGINEER, his estimate of
percentage of total work completed and his claim for ninety percent (90%) of this amount
on the appropriate claim form. The ENGINEER shall thus process the claim and submit it
for approval of payment by the OWNER at its next regularly scheduled meeting,
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7.0 PICTURES
7.1 It is REQUIRED that the Contractor VIDEOTAPE all areas of the project including fences,
trees, and yards, or other items in the project area, for his own protection. One copy of the
video shall be turned over to the ENGINEER.
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8.0 SUBSURFACE CONDITIONS
8.1 Borings and soundings were taken for this project and are shown on the "plan & profile"
sheets.
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8.2 The Contractor shall be responsible for whatever subsurface conditions he encounters. If
. blasting is required, a blasting insurance certificate will be required before any blasting is
commenced.
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9.0 EXISTING FACILITIES
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9.1 The Contractor shall be required to restore and/or replace all existing Traffic Control devices,
poles, lights, storm sewers, plantings, entrances, utilities, catch basins, curbs or any other
items disturbed during construction to a condition equal to or better than before construction.
.
10.0 ACCESS
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10.1 Access to and through all properties and public streets shall be maintained at all times.
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11.0 PAYMENT
11.1 Payment for all materials, equipment and labor required to comply with this section shall be
included in the Contractor's bid.
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1.1
SECTION I-B - RESTORATION OF EXISTING FACILITIES
PUBLIC PROPERTY
The CONlRACTOR shall be required to restore all driveway entrances, sidewalks, fences,
mail boxes, sewers and any other objects or facilities of public ownership damaged by him
in the course of construction either inside or outside the construction limits unless removal
is specified in this project.
1.2 Grass surfaces so disturbed shall be fertilized and reseeded or sodded, as required by the
specifications.
1.3
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2.0
2.1
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Paved or graveled surfaces shall be restored to a condition equal to or better th'!1l that
existing before construction commenced.
PRIVATE PROPERTY
Where construction is anticipated on private property, easements have been obtained and are
shown. An effort shall be made by the CONTRACTOR to cooperate with the property
owners and to minimize damage to their property.
2.2 The provisions of Section I-B, 1.0-1.3 shall apply to work performed on private property
also.
3.0 PAYMENT
3.1 Payment for all. materials, equipment and labor required to comply with this section shall be
included in the CONTRACTOR's bid.
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SECTION l-C - CLEANING UP
1.0 GENERAL
1.1 The Contractor shall proceed to complete his work in a neat and orderly fashion, and keep
the site clean from undue amounts of debris and miscellaneous material that will cause the
area to become unsightly.
2.0 FINAL CLEANING UP
2.1 Upon completion of the work and before acceptance and final payment will be made, the
Contractor shall remove from the site all machinery, equipment, surplus and discarded
materials, rubbish and temporary structures.
2.2 He shall leave the site in a neat and presentable condition, acceptable to the Engineer.
2.3 Material cleared from the site.and deposited on property adjacent will not be considered as
having been disposed of satisfactorily.
3.0 PAYMENT
3.1
All material, equipment and labor for work called for in this section shall be included in the
Contractor's bid.
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SECTION 1-D - ORDER OF CONSTRUCTION
1.0 GENERAL
1.1 Before construction begins, the CONTRACTOR shall submit to the ENGINEER his
intended project completion schedule.
1.2 The CONTRACTOR shall adhere to this submitted procedure so that the project may be
cornpleted in an orderly, workmanlike manner.
2.0 PAYMENT
2.1 All material, equipment, and labor for work called for in this section shall be included in the
CONTRACTOR's bid.
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SECTION l-E - EXTRAS AND CHANGE ORDERS
EXTRAS AND CHANGE ORDERS
1.1
Payment for extra work will be based on the unit prices for extras as called for in the
"Information to Bidders" and made as detailed in the "General Conditions" of these
specifications.
1.2
No extra work shall be performed without the issuance of a change order by the ENGINEER.
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DIVISION 2 - SITE WORK
SECTION 2-A - CLEARING OF SITE
1.0 CLEARING AND GRUBBING
1.1 All existing vegetation, brush, stumps, trees, logs, basins, manholes, pipes, old pavement,
base, curb, junk, concrete, walk, culvert pipes, posts, fencing or any other items within the
construction area shall be removed as necessary.
1.2 All waste materials must be disposed of off-site by the CONTRACTOR.
1.3 No burning will be allowed.
2.0 PAYMENT
2.1 Payment for all items in this section shall be included in the Contractor's bid price.
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DIVISION 2 - SITE WORK
SECTION 2-B - SANITARY SEWERS
1.1 Sanitary sewer pipe for sizes 4 inch up to 21 inch, sball.h.t:1i~nyl chloride (pVC) SDR
35, meeting the requirements of ASTM 0-3034 fJf ASTM'F-949 (l?test revisions), with "a"
ring type joints. Wye fittings shall be SDR 26.
1.2 Gravity sewer pipe, over 21 inches in diameter, shall be Reinforced Concrete Sanitary Sewer
Pipe, Class III, meeting the requirements of ASTM C76 (latest revision), with '0' ring type
joints.
1.3 Ductile Iron Pipe Sanitary Sewer (where shown on the plans) shall be pressure rated for 350
psi, conforming to ANSIIA WW A CI511A2l.51-91 (latest revision). Metal design shall be
40,000 psi Bursting Tensile strength and 90, psi Modules of Rupture. Joints and Sleeves
shall have the same pressure rating as the pipe.
1.4 Ductile Iron Pipe shall have Mechanical Joints, conforming to the latest revision of
ANSI/A WWA C 151/A21.11880. Rubber' joint gaskets shall be first grade rubber, free of
imperfections and porosity with a hardness of70 to 75 durometer.
1.5 Where Ductile Iron Pipe is connected to PVC pipe~ a Ductile Iron Mechanical Joint
Transition Sleeve shall be used.
2.0 SEWER PIPE SIZES
2.1 Sewer main size shall be as shown on the plans.
3.0 MANHOLES
3.1 Manholes shall be precast concrete with rung type steps. Inside barrel diameter of manholes
shall be four (4) feet, cones and collars shall be provided where required on the plans. A
minimum of two (2) courses of brick, fully mortared so as to be watertight, shall be required
between the cone or collar and the casting. Manholes shall have KOR-N-SEAL connectors
as shown. '
3.2 Manhole covers shall be cast iron conforming to Neenah Foundry Co., R-1642 with Type B,
self sealing machined lid..
3.3 Concrete for m<lIlhole b~s, pavement patches and miscellaneous repairs shall be Portland
Cement concrete containing five (5) bags of cement per cubic yard of concrete and which
shall achieve a compressive strength of3,000 psi in 28 days.
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4.0 PIPE BEDDING AND BACKFILL (CITY OF JEFFERSONVILLE)
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4.1
All pipe shall be bedded on four (4) inches and covered by twelve (12) inches ofIndiana No.
8 crushed limestone.
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4.2 Where pipe is installed in EARTH AREAS, not immediately adjacent to a street or road, the
remainder ofthe trench shall be backfilled with selected earth materials, humped over the
trenchto allow for settling.
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4.3 Where pipe is installed in a GRAVELED AREA, the pipe shall be bedded with 4"-6" of
Indiana No. 8 stone and the trench filled to a point half the diameter of the pipe with Indiana
No.8 stone. A representative of the City of Jeffersonville before final cover must inspect
the pipe. After pipe has passed inspection No.8 stone shall be placed to a level 12" above
the pipe. The remainder of the trench must be backfilled with Dense Graded Aggregate, size
No. 53 to a point eight (8) inches below original grade and then filledwith Indiana No. 73-
crushed limestone to original grade.
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4.4 WHERE PIPE IS INSTALLED IN AN ASPHALT PAVED AREA, AND THE TRENCH
IS LESS THAN ONE HUNDRED (100) FEET LONG, the pipe shall be bedded with 4"-6"
of Indiana No.8 stone and the trench filled to a point half the diameter of the pipe with No.8
stone. A representative of the City of Jeffersonville before final cover must inspect the pipe.
After pipe has passed inspection No.8 stone shall be placed to a level 12" above the pipe.
The remainder of the trench must be backfilled with Dense Graded Aggregate, size No. 53
to a point one (1) inch below grade. After all construction is completed, the trench must be
cleaned, primed and paved with a one (1) inch compacted thickness ofINDOT HAC Surface
to be flush with surrounding area. All patch seams can only be saw cut, cut smooth, straight
and tarred.
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4.5 WHERE THE TRENCH IS EQUAL TO OR GREATER THAN ONE HUNDRED (100)
FEET LONG IN AN ASPI-lAtTPAVED AREA, the pipe shall be bedded with 4"-6" of
Indiana No.8 stone and the trench filled to a point half the diameter of the pipe with No.8
stone. Arepresentative of the City of Jeffersonville before final cover mustinspect the pipe.
After pipe has passed inspection No.8 stone shall be placed to a level 12" above the pipe.
The remainder of the trench must be backfilled with Dense Graded Aggregate, size No. 53
to a point three (3) inches below the original pavement surface grade. The trench shall then
be paved with compacted Asphalt Binder to original pavement surface grade. When all
construction is complete the entire width of the road shall then be cleaned, tack coated and
paved with one (l) inch compacted thickness of INDOT surface asphalt mix to be flush with
all surrounding pavement surfaces. All seams shall be tarred: NOTE: WHEN DONE YOU
MUST P AVE THE ROAD FROM END TO END, SIDE TO SIDE.
4.6 WHERE PIPE IS INSTALLED IN AN ASPHALT OVER CONCRETE PAVED AREA, the
pipe shall be bedded with 4"-6" ofIndiana No.8 stone and the trench filled to a point half
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the diameter of the pipe with No. 8 stone. A representative of the City of Jeffersonville
before final cover must inspect the pipe. After pipe has passed inspection No.8 stone shall
be placed to a level 12" above the pipe. The remainder ofthe trench must be backfilled with
Dense Graded Aggregate, size No. 53 to a point one (1) inch below original grade. After all
construction is complete the trench shall be cleaned, primed and paved with Hot Asphalt
Concrete, Surface Type to be flush with the surrounding area. All patch seams must be saw
cut only, smooth and straight and tarred.
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4. 7~~ J.>IPJ;:J~,INSIAI-f:-EPINAC9NCRF:TEP~A, the pipe should be bedded with
4"-6" of Indiana No.8 stone and the trench filled to a point half the diameter of the pipe with
No. 8 stone~ A representative of the City of Jeffersonville before final cover must inspect
the pipe. After pipe has passed inspection No.8 stone shall be placed to a level 12" above
the pipe. The remainder of the trench must be backfilled with Dense Graded Aggregate, size
No. 53 to a point nine (9) inches below original grade. The trench must be filled with 3000-
psi concrete flush with original grade. All patch seams must be saw cut only, smooth and
straight.
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4.8 All cutting of the trench in existing asphalt or concrete pavements shall be done with a saw
only to provide a straight, smooth j oint when new paving is done.
4.9 Contractor shalf replace alfpavement markings destroyed during construction.
5.0 TESTING
5.1 Infiltration or outward leakage of any section of constructed sewer shall not exceed 200
gallons per inch of sewer diameter per mile of pipe per day.
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5.2 Deflection tests shall be performed on all PVC pipe no sooner than 30 days after installation.
No pipe shall deflect more than 5%. Pipe deflecting greater than 5% shall be_repla~ed. A
rigid ball or mandrel shall be used for the deflection test having an outside diameter not less
than 95% of the base inside diameter or average inside diameter of the pipe depending on
what is specified in the ASfMspecificatlons '(With appendix) to whichtne pipe was
manufactured. The test shall be performed without mechanical pulling devices.
5.3 Tests shall be conducted by the Contractor. The Owner and Engineer shall be notified 24
hours in advance of when tests are to be conducted.
6.0 SEWER PIPE RELATION TO WATER MAIN
6.1 Where sewer pipe runs parallel to a water main, there shall be a minimum of ten (10) feet of
separation between the pipes.
S:\Sydney\WPDOCS\05\OS46Alsection 2b. WPD
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6.2 Where a sewer main crosses a water main, there shall be at least eighteen (18) inches of
vertical separation between the pipes.
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7.0 INFILTRATION
7.1 Infiltration or outward leakage of any section of the constructed sewer shall not exceed 200
gallons per inch of sewer diameter per mile per day.
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7.2 Infiltration tests and pressure tests shall be conducted by the Contractor. The Engineer and
the City shall be notified when tests are to be conducted, 24 hours in advance.
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8.0 PROPERTY SERVICES
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8.1 Property Services shall be constructed and located as shown on the plans.
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8.2 CONTRACTOR shall install an SDR 26 "Wye" fitting only, where shown and as directed
by ENGINEER, for future connection.
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8.3
Every unused property service shall be stoppered watertight and shall be marked for future
connection by tying a length of brightly colored plastic rope to the end of the property service
and extending the rope through the backfill to the surface of the ground.
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9.0 SHEETING
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9.1 CONTRACTOR shall use sheeting of the sewer trench where it passes close to a house or
other such structure, or where required because of depth.
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10.0 WASTE MATERIAL
10.1 All waste material such as debris, roots, trees, brush, stumps, rock, broken asphalt or
concrete shall be disposed of offsite by CONTRACTOR.
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11.0 BLASTING
11.1 Where blasting is required, the Contractor shall post a suitable Blasting Insurance Certificate
with the owner and notify the Engineer before any blasting is performed. A permit from the
City of Jeffersonville is required.
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11.2 If blasting is required, the Contractor shall blast prior to removing the overburden soil
material.
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12.0 TRAFFIC CONTROL
12.1 The Contractor will be required to arrange a set of signs and barricades along the line of the
work and move it along as work progresses, so as to always allow two way traffic movement.
Flagpersons may be required.
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SECTION 2-C -WATER LINES & APPURTENANCES
~o GENERAL
1.1 This section contains the general specifications for materials and construction requirements for
water mains where applicable.
1.2 The CONTRACTOR shall use D.l. pipe or PVC pipe for water installation everywhere on this
project.
1.3 All pipe shall be installed at the depth shown on the plans.
2.0 DUCTILE IRON PIPE, FITTINGS AND VALVES
2.1 Ductile iron pipe shall conform to ANSIjAWWA Specification C151jA21.5l-91, Pressure
Class 350, sizes as shown on the plans, cement lined and asphalt coated. Pipe joints shall meet
ANSI/ A WW A Specification Cl11 / A21.11 :ffid fittings shall meet ANSI/ A WW A Specification
ClI0j A21.1 0, asmanufactutedbyU.S. Pipe and Foundry Co., or approved equal.
2.2 Wherever pipe joint deflection is less than four (4) degrees, bell and spigot type joints shall be
used, conforming to ANSI! AWWA Specification Clllj A21.11.
2.3 Wherever pipe deflection is greater than fbur (4) degrees, mechanical joint ductile iron fittings
shall be used conforming to ANSIj A WWA SpecificationC110/ A21.1 0, pressure rated at 2S0
psl.
2.4 All metal parts of ductile iron pipeline and fittings in contact with bedding or backfill shall be
encased with 8-mil polyethylene film conforming to ANSI/ AWW A Specification C 1 05/ A2l.5.
Joints between sections of film shall be overlapped one-foot and secured in place until the
backfill is installed.
2.5 Pipe joint lubricant shall be of the type recommended by the ductile iron pipe manufacturer.
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3.0 PY<:: PIPE, FI'I"fINGS AN]) VALVES
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3.1 Where Polyvillyl Chloride (pVC) pipe is used for pipeline construction, sizes shall be as
indicated on the plans.
3.2 PVC pipe shall conform to A WW A Specification C900, Pressure Class CLIS0, SDR18.
3.3 Wherever the PVC pipe joint deflection is less than five (5) degrees, integral type bell gasketed
joints shall be used conforming to ASTM Specificatlon D3139. This specification requires that
the joint be able to withstand a vacuum of 22 inches of mercury column for one (1) hour
without leakage into the joint. .
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3.4
Wherever pipe deflection is greater than five (5) degrees, appropriate gray cast iron mechanical
joint fittings shall be used. Fittings shall be pressure Class 200 psi, cement lined and asphalt
coated. '
3.5 Polyethylene film wrapping of metal fittings or valves will not be required when used in
connection with PVC pipe.
3.6 Pipe joint lubricant shall be of the type recommended by the PVC pipe manufacturer.
3.7 All gate valves shall meet AWWA specifications and shall be manufactured by Waterous or
approved equal.
3.8 Valves shall be installed with a 3' valve box and lid, with Posi-Cap valve box stabilizers.
4.0 HIGH DENSITY POLYETHYLENE PIPE (HDPE)
4.1 Where High Density Polyethylene Pipe (HDPE) is used for pipeline construction, it shall be
sized with a ~um inside diameter as shown on the plans, and shall conform to A WW A
Speci~cations C-906.
4.2 The pipe and fittings shall be SDR 17, Driscopipe 1000, or equal, materials shall comply with
the requirements of Type III C5 P 34, as tabulated in ASTM D-1248, PPI PE3408 having a melt
flow (condition E) ofless than 5 gpm/l0 min. determined by ASTM D-1238 and exc:.eed 1000
hours stress resistance as per ASTM D-1693, all in accordance with the manufacturer's
recommendations.
4.3 Pipe shall have a hydrostatic design stress rating of 800 psi based on a material with a 1600 psi
design basis as per ASTM D-2837-69.
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4.4
Fittings shall be molded or fabricated from material meeting the same standards as the pipe.
4.5 Joints shall be made by the thermal butt fusion system. Joints made to Ductile Iron pipe with
mechanical joints shall be made with a flanged fitting. A special D.LP. flanged fitting shall be
manufactured to connect to the end flange on ,the polyethylene pipe, so connection can then be
made to D.LP. with mechanical joints. All joints shall be 'completely watertight, airtight and as
strong as or stronger than the pipe wall, in strict accordance with the manufacturer's
recommendations.
5.0 EXCAVATION, BEDDING AND BACKFIL~
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5.1 Excavation shall be accomplished in such a manner as to provide a trench that is eight (8) inches
wider than the outside diameter of the pipe hub at the spring line.
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5.2 In earth trench, bell holes shall be excavated by hand to insure that the pipe bells do not bear on
solid earth. The CONTRACTOR may elect to provide a four (4) inch bed of sand or pulverized
. earth in lieu of excavating bell holes.
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5.3 In rock trench, four (4) inches of sand bedding is required.
5.4 Bedding shall be pulverized soil or bank run sand, but shall not contain stones larger than one-
half (1/2) inch. Lumps or clods of earth will not be acceptable.
5.5 Rock excavation is unclassified.
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5.6
Payment for all rock excavation shall be included in the CONTRACTOR's price.
5. 7 Shoring is required for all trenches according to OSHA Safety Standards.
5.8
Backfill up to a point one (1) foot over the top of the pipe shall be of granular material either
pulverized earth or sand, worked and compacted under the haunch of the pipe and mechanically
compacted to 80% Standard Proctor. Backfill above the top of the pipe shall be applied in six
(6) inch layers being compacted as above between each layer. Wheel compaction is not
allowable until one (1) foot of compacted backfill over the pipe is in place. The remainder of the
backfill may be placed and wheel compacted, provided that no large lumps or clods are allowed.
Frozen backfill may not be used at any time.
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5.9 Payment for trench excavation, bedding, shoring and backfill shall be included in the
CONTRACTOR's bid unit price for pipeline.
5.10 Where PVC pipe is installed, a metalized marking tape shall be installed in the backfill eighteen
(18) inches below grade above the pipe. The tape shall be laid in a continuous run from the
point where the PVC pipe connects to tron pipe, being securely knotted thereto. Splices shall be
securely knotted. Any exposed valves or fire hydrants shall be connected with securely knotted
tape.
5.11 Marking Tape shall be used on all PVC pipeline. See Division 2, Section <2-G, Paragraph 3.1,
Page 3-A-l for detailed specifications.
5.12 Locate wiIe #12 solid coated copper shall be used on all PVC pipeline. Locate wiIe shall be
inst::illed for all potable water lines in accordance with the manufacturer's installation
instructions.
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5.13 Payment for marking tape and copper we shall be included in the CONTRACTOR's bid unit
price for pipeline.
6~O TRENCH SURFACE RESTORATION
6.1 Trench restoration is defined as the process of restoring the ground surface of the trench to a
. condition equal or better than that which existed before construction and in accordance with the
applicable details in the plans.
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6.2
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Seeding of the restored trench shall. be required in all areas not requiring sod, gravel or
pavement restoration. Seeding and Sodding requirements are found in the Seeding section of
this specification.
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6.3
In Gravel Areas, restoration shall be accomplished with crushed limestone, Indiana Grade No.
73, dense graded aggregate, compacted and leveled to finish grade in accordance with the detail,
eight (8) inches thick minimum.
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6.4
In Asphalt Paved or Concrete Paved Areas, restoration shall be accomplished according to the
detail. Concrete required shall be 3000 psi. Asphalt repaving shall be Indiana Dept. of
Transportation, Hot Asphaltic Concrete, Surface, No.11, HV, applied in accordance with
INDOT specifications. Asphalt edge joints shall be sealed with hot tar and sanded to absorb
tackiness.
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6.5
Payment for work under this item shall be included in the CONTRACTOR's Bid item.
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7.0 THRUST BLOCKS
7.1
Where pipe fittings are used to effect changes of direction in a pipeline, the appropriate concrete
thrust block shall be constructed against the firm trench wall.
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7.2
The table "Thrust Block Requirements" in the plans is a part of this specification and describes
size and kind of fitting, the required trench wall bearing area and minimum concrete volume to
be used.
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Vertical deflection fittings shall be restrained by means of a #5 reinforcing bar bent in a U-
shape whose legs extend at least the length of one pipe diameter into the thrust block and whose
ends are bent into 6-inch hooks.
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CONTRACTOR shall install mega lug restrainers at all valves and bends in the ground in
addition to the thrust block requirements.
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The ENGINEER, through his Resident Inspector, shall be the judge of the adequacy of the
thrust blocks constructed. He may order additional measures be taken ifhe deems the standard
allowances inadequate. Payment for this extra work shall be made in accordance with the bid
unit prices for extra materials such as steel or concrete.
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No extra allowance will be made for concrete required to achieve trench wall bearing that
occurs because of over-excavation of the trench. Such required concrete shall be furnished at
the CONTRACTOR's expense.
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Concrete used for thrust blocks shall be Portland Cement con.crete, 3000 psi, compressive
strength.
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7.8 Payment for this item shall be included in the CONTRACTOR's Bid.
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8.0 BLASTING
8.1 Blasting for rock excavation is not permissible in this project.
9.0 TESTING
9.1 The CONTRACTOR will be required to test all pipelines and appurtenances with water, before
complete backfilling. Maximum test pressure, measured at lowest elevation of pipeline being
tested, shall be the pressure class of pipe unless a specific test pressure is shown on the drawing.
Sufficient temporary backfill shall be installed before testing to restrain buckling of the pipeline,
as per A WW A C600-87, Sec.4.1.
9.2 Backfilling before testing will be allowed at the discretion of the ENGINEER in the case of
rubber or bolted joint pipe, and at points where danger to the public or other hazards demand
that such be done immediately after the pipe is laid.
9.3 When the line or section being tested is pumped up to the required pressure, it shall be valved
off from the pump and a pressure gauge placed in the line. The pressure drop in the line, if any,
shall be noted. If no pressure drop is noted in four hours, the ENGINEER, at his discretion
may accept the line or section as being tested, or he may require that the test run the full twenty-
four (24) hours.
9.4 At the end of the twenty-four (24) hour test period, the pressure sh~:Ube recorded. If there has
been a drop in pressure, the CONTRACTOR will be required to pump the section being tested
up to the initial test pressure and maintain that pressure for twenty-four (24) hours, measuring
the amount of water required to accomplish this. The line will not be accepted until the leakage
shall prove to l?e less than 10 gallons per inch diameter per mile of pipe per twenty-four (24)
hours.
9.5 Should there be leakage over the allowable amount, the CONTRACTOR will be required to
locate and repair the leaks, and retest the section. It is suggested, but not required that the
CONTRACTOR have a geophone (underground listening device) on the job at the time of
testing. This has proved very helpful in the past in locating underground leaks.
9.6 If the leakage of a sedioll of pipeline being tested is below the allowable amount, but leakage is
obvious, in the opinion of the ENGINEER, due to water at the surface of the ground, or by
listening the leak can be heard underground with a geophone, or any other means of
determining a leak, the CONTRACTOR will be required to repair these leaks.
9.7 The CONTRACTOR shall furnish a meter or suction tank, pipe test plugs, and by-pass piping,
and make all connections for conducting the above tests. The pumping equipment used shall be
centrifugal pump, or other pumping equipment, which will not place shock pressures on the
pipeline. Power plunger or positive displacement pumps will not be pennitted for use on closed
pipe systems for any purpose.
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9.8 Inspection of pipe laying shall in no way relieve the CONTRACTOR of the responsibility for
stopping leakage or correcting poor workmanship.
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10.0 DISINFECTION OF WATER MAINS
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10.1 All parts of the water system coming into contact with potable water shall be disinfected before
being placed in service.
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10.2 During construction, every effort shall be exercised to keep water pipe and accessories clean and
to prevent the entry of dirt and other contaminants.
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10.3 Water mains and appurtenances shall be disinfected after pressure testing in accordance with
ANSI! A WW A Specification C651-86 a copy of which is on file in the ENGINEER's office and
which is hereby made a part of this specification.
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10.4 Briefly, this specification requires the following steps:
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a.
b.
Preventative measures during construction.
Chlorination.
Final flushing.
Bacteriological tests.
Redisinfection, if required.
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10.5 Preventative measures shall be in accordance with Section 4, ANSI/ A WW A C601-81.
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10.6 Chlorination methods shall be in accordance with Section 5, ANSI/ AWWA C601-81.
10.7 Final flushing shall be in accordance with Section'6, ANSI/ A WWA C601-81.
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10.8 Bacteriological Tests shall be in accordance with Section 7, ANSI/ A WWA C601-81.After final
flushing, two samples of water shall be drawn from the section of line disinfected and sent to a
competent laboratory. Both samples must report negative before the line may be placed in
semce.
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10.9 Redisinfection shall be in accordance with Section 8, ANSI/ A WW AC601-81.
11.0. UTILITY VAULT (IF APPLICABLE)
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11.1 The utility vault shall be installed in the location designated on the plans.
11.2 The utility vault shall be the top half of a concrete Thorn-Orwick utility 5' x 9' I.D-NT. as
shown in the detail.
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11.3 . All fittings and appurtenances shall be installed in accordance with the detail shown in the plans.
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11.4 Payment for work in this section shall be included in the CONTRACTOR's bid.
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12.0 FIRE HYDRANTS
12.1 Fire hydrants shall be installed in the locations designated on the plans.
12.2 Fire hydrants shall be connected to the water main by means of a 6-inch PVC pipe A WW A
Specification C-900,Class 150. A 6-inch resilient disc gate valve and cast iron valve box marked
WATER shall be installed between the main and hydrant, all in accordance with the detail
shown in the plans.
12.3 All pipe connections shall be mechanical joint.
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12.4 Fire hydrants shall meet A WW A Specifications and shall be Model Pacer 67 as manufactured by
Waterous, or approved equal. The main valve shall be 4-1/2" size with a 7" standpipe. The
hydrant shall be furnished with two (2) 2-1/2" hose nozzles, one (1) pumper nozzle. A supplier
is E. J. Prescott Co. of Indianapolis, Indiana.
12.5 Fire hydrants shall be installed a minimum of two (2) feet outside the curb, pavement or edge of
shoulder more if the Engineer so directs, but not more than ten (10) feet. The pumper
connection shall face the street unless otherwise directed.
12.6 Before ordering new fire hydrants, the Contractor will check with local fire departments to
insure that the hydrant cap nuts and operating nuts of new hydrants will be consistent with
existing fire hydrants so that the Fire Department's usual spanner wrenches can be used.
12.7 Stainless Steel bolts shall be included on Fire Hydrant fittings.
12.8 Fire Hydrant assembly shall be connected to water main with a Swivel Hydrant Tee
manufactured by Tyler Corp.
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12.9 Payment for work in this section shall be included in the Contractor's bid.
13.0 PROPERTY SERVICES AND ACCESSORIES
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13.1 It is not anticipated that the CONTRACTOR will be required to install any property services on
this project.
14.0 MAIN CONNECTION
14.1 The connection of the new 8" water main to the existing water main shall be done as shown on
the plans. The CONTRACTOR shall notify Watson Water Co. before installing the
connection.
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15.0 VERTICAL AND HORIZONTAL CLEARANCE
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15.1 A vertical clearance of 18 inches and a horizontal clearance of 10 feet shall be maintained
between all water mains and any sanitary or storm sewer.
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15.2 A vertical clearance of 12 inches shall be maintained between all water mains and all
underground utility crossings.
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16.0 PAYMENT
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16.1 Payment for all items in this section shall be included in the CONTRACTOR(S) bid price.
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SECTION 2-D - PAVEMENT
1.0 GENERAL
1.1 Under this section, the CONTRACTOR shall be required to furnish all materials, equipment
and labor to bring the sub grade to true line and grade and construct the base and surface as
detailed on the plans and specified herein.
2.0 COMPACTED AGGREGA:rlttiAsE'
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2.1
The compacted aggregate base shall be Type "0", compacted aggregate base in accordance
with the current INDOT Standard Specifications, Section 303.
2.2 No Calcium Chloride shall be used in base to receive asphalt.
2.3 Each lift of aggregate shall be compacted with a 3-wheeled or tandem roller, weighing not
less than 10 tons, or vibrating compactors, until the base is compacted to 95 percent of the
maximum dry density as determined by Method "C" of AASHTO T99, as modified and
resulting in the total compacted thickness shown on the plans.
2.4 In places inaccessible to rolling equipment, the requlf~d'~ompaaion may be obtained with
mechanical tamps or other approved equipment.
2.5 Wetting of the aggregate will be required when so directed by the ENGINEER at the expense
of the CONTRACTOR.
2.6 Traffic, including construction equipment, wl1ich.i~pefIllitt~dto usedtl1ecompleted layer,
shall be kept well dispersed so as to assist in obtaining uniform compaction and to avoid
displacement of material and the formation of ruts.
2.7 The CONTRACTOR shall "proof roll" and the ENGINEER will then inspect the compacted
aggregate base before the CONTRACTOR places any primer or asphalt base.
3.0 PRIMER
3.1 After the compacted aggregate base is constructed, dry, and approved by the ENGINEER, the
CONTRACTOR shall apply with a power distributor at the rate of 0.4 gallon per square yard,
a liquid asphalt primer consisting of Asphalt Emulsion, AE-PL, 902.01 (b), according to the
current INDOT Standard Specification, Section 405.
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8.3 Thickness afthe caursesshall be campacted thicknesses, as shawn an the standard sectians
af the plans.
9.0 PAVEMENT MARKINGS
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9.1 Pavement markings shall be installed as shawn an the plans and shall be thermaplastic
pavement markings as specified in the current INDOT Standard Specificatians.
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9.2 The cast af the thermaplastic pavement markings shall be included in the unit price af ather
pavement items. No. separate payment will be made.
10.0 PAYMENT
10.1 All material, equipment and labar for work called far in this sectian shall be included in the
CONTRACTOR=s bid.
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SECTION 2-E - EXCAVATION, GRADING AND BORROW
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1.0 GENERAL
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1.1 Under this section the CONTRACTOR shall furnish all equipment and labor necessary for
excavation, filling and grading to result in the slopes and grades shown on the plans for
sub grade and embankment.
2.0 EXCAVATION
2.1 Excavated earth material may be used as fill material in the roadway construction provided
it is of good quality, in no large chunks and well compacted, and all material is broken up
into a gravel size.
3.0 FILLING AND GRADING
3.1 All suitable material removed from the excavation shall be used as directed in the
construction of fill, except in areas where special fill or sand backfill is specified.
3.2 No removed sod shall be placed within vertical planes defining roadbed limits, but it may be
placed outside these limits if uniformly distributed and compacted.
3.3 No unsuitable materials, stumps, roots, all or parts of trees, brush, weeds or other perishable
or trash materials, except as herein provided for sod, shall be placed in embankment or shall
not be present in any fill area.
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3.4
No stone greater than 6 inches in any dimension 'shall be left nearer than & inches to the
finished subgrade.
3.5 After fill areas have been cleared, the upper 8 inches of the ground on which fill is to be
placed shall be compacted with a 3-wheeled roller weighing not less than 10 tons, or with
other approved compacting equipment, within road bed ortly. The CONTRACTOR shall be
responsible for whatever subsurface conditions exist and shall do whatever is necessary to
remove such material and replace it with suitable materials properly compacted.
3.6 All fill material used in embankment construction shall be compacted to at least ninety (90)
percent of its maximum dry density. Maximum dry density shall be determined by
AASHTO, T99 (Standard Proctor Test).
3.7 The CONTRACTOR will perform all laboratory and field tests required for compaction.
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3.8 Fill material shall be placed in uniform level layers for the full width of the area, and
compacted with a 3-wheeled roller (weighing not less than ten (10) tons), sheeps foot roller,
or other approved compacting equipment.
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3.9 Each lift shall be disked, or treated by some other mechanical means, which will insure the
breaking up of any existing lumps and clods.
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3.10 The loose depth of each lift shall be such that the required compaction can be obtained, but
in no case shall it exceed nine (9) inches, loose measurement.
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3.11 In places inaccessible to the above compacting equipment, the required compaction shall be
obtained with approved mechanical tamps or vibrators, in which case the d~pths of lifts loose
measurement, shall not exceed 6 inches.
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3.12 Where rock is used for embankment, no large stones shall be allowed too near the surface,
but shall be so distributed over the area to avoid pockets. Voids shall be carefully filled with
small stones or earth, compacted as required.
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3.13 Where fill is to be constructed on existing fill slopes, these existing slopes shall be carefully
stripped of sod and benched as fill is constructed to insure a good joint between existing and
new fill.
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3.14 All other materials, such as trees, brush, fences, wood or other such material, shall be
disposed of by the CONTRACTOR at his expense.
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4.0 FINISHED GRADE
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4.1 After all fill is placed and earth is brought to grade, all areas, cut or fill, shall be well
compacted with a 3-wheeled roller weighing not less than 10 tons, or approved equal. No
aggregate base shall be placed until the sub grade is proof rolled and approved by the
ENGINEER. .
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5.0 WASTE EARTH MATERIAL
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5.1 All waste material not suitable for the Dump Site shall be disposed of by the
CONTRACTOR.
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6.0 SUBSURFACE CONDITIONS
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6.1 The CONTRACTOR shall be responsible for whatever subsurface conditions he encounters.
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7.0 BORROW
7.1 All earth borrow shall consist of approved material and shall be obtained from approved
locations and sources outside the area.
8.0 DUMP SITE
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8.1
All waste earth, gravel and crushed concrete and asphalt, and all other materials shall be
removed from the site.
9.0 PAYMENT
9.1 The cost of all labor, materials, and equipment required to complete all work as specified in
this section shall be included in the CONTRACTOR(S) bid price.
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SECTION 2-F - SEEDING AND SODDING
1.0 GENERAL
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Under this section, the CONTRACTOR shall be required to furnish all material, equipment
and labor required to SEED all earth remaining unprotected within the project limits and
right-of-way, after all construction is complete.
2.0 SEEDING
2.1 The areas to be seeded shall be thoroughly tilled by discing, harrowing or other approved
methods until the condition of the soil is acceptable to the Engineer. After harrowing or
discing, the seedbed shall be dragged and! or hand raked to finished grade.
2.2
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2.4
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Fertilizer shall be applied at the rate of 600 pounds of 12-12-12 analysis, or equivalent, per
acre and shall be incorporated into the soil a depth of at least two (2) inches. The
incorporation of the fertilizer may be a part of the tillage operation and shall be applied not
less than 24 hours nor more than 48 hours before the seed is sown.
The seed per acre shall be 50 pounds of Perennial Rye Grass and 100 pounds of Kentucky
31 Fescue, and one and one-half (1~) bushels of Spring Oats per acre.
Seed shall be broadcast either by hand or approved sowing equipment, uniformly over the
area. The seed shall be drilled or raked a depth of approximately one-half inch (1/2") and
the seeded areas shall be lightly raked to cover the seed. All ridges shall be smoothed out
and all furrows and wheel tracks, likely to develop into washes, shall be removed.
After the seed has been sown, the areas so seeded shall be mulched with clean straw at the
rat,e of one (1) bale per 1,000 square feet (approximately two (2) inches loose depth) and
thoroughly watered.
2.6
The CONTRACTOR shall maintain all seeded areas without extra payment until final
acceptance of the project, and any regrading and reseeding shall be done at his own expense.
Any areas which fail to show a "catch" or uniform stand, for any reason whatsoever, shall be
reseeded with the original mixture and such reseeding shall be repeated until final
acceptance. The CONTRACTOR shall properly water, mow, and otherwise maintain all
seeded areas until final acceptance.
2.7
Damage resulting from erosion, gulleys, washouts, or other causes shall be repaired by filling
with topsoil, tamping, refertilizing, and reseeding by the CONTRACTOR at his own expense
if such damage occurs prior to final acceptance of this completed contract.
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3.0 . SODDING
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3.1 Sod shall be used only where shown on the plans or as directed by the ENGINEER. It shall
be of good quality and properly watered and cared for by the CONTRACTOR at his expense
until final acceptance by the OWNER.
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3.2 If sod dies, or is not in a desirable condition for any reason whatsoever, the CONTRACTOR
shall replace or restore it to a desirable condition at his own expense before final acceptance
of the project will be made.
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4.0 PAYMENT
4.1
Payment for all items in this section will be included in the CONTRACTOR'S bid.
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DIVISION 3 - CONCRETE
SECTION 3-A - CONCRETE WORK, GENERAL
1.0 GENERAL
1.1
The CONTRACTOR shall furnish all labor, equipment and materials needed to complete all
c~)I1crete work indicated by the plans or herein specified, or both, as follows:
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(A) Reinforced Concrete
(B) Grouting
(C) Reinforcing Steel
(D) Forms
(E) Concrete Finishing
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2.0 PORTLAND CEMENT
2.1 Portland Cement shall comormto "Standard Specifications for Portland Cement" (ASTM
Serial Designation C-150, latest edition), and shall be Type I unless otherwise indicated on
the plans or specified.
(1) Type I - For use in general concrete construction when the special properties
specified for Types II and III are not required.
(2) Type 11- For use iil general concrete construction exposed to moderate sulfate action,
or where moderate heat of hydration is required.
(3) Type III - For use when high early strength is required.
3.0' CONCRETE AGGREGATES
3.1 Concrete aggregates shall conform to the "Standard Specifications for Concrete Aggregates"
(ASTMSerial Designation C-33,latest edition), provided however, that aggregates which
have been, shown by test oLactualservice.. to produce concrete of the required strength,
durability, water-tightness, fire resistance, and wearing qualities may be used under Article
8, Method 2, where authorized by the ENGINEER.
3.2 The maximum size of the aggregate for concrete work shall not be larger than two (2) inches,
nor larger than one-fifth Cis) of the narrowest dimension between faces of the narrowest
member for which the concrete is to be used, nor larger than three-fourths (%) of the
minimum clear spacing between reinforcing bars.
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4.0 WATER
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4.1
Water used in mixing concrete shall be clean and free from deleterious amounts of acids,
alkalis, or organic materials.
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5.0
REINFORCING STEEL
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5.1
Metal reinforcement shall conform to the requirements for intermediate grades of the
"Standard Specifications for Billet-Steel Bars for Concrete Reinforcement" (ASTM Serial
Designation A-15, latest edition) or shall conform to the requirements of the "Standard
Specifications for Rail-Steel Bars for Concrete Reinforcement" (ASTM Serial Designation .
A-16, latest edition) and deformation shall conform to ASTM A-305, latest edition.
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5.2
Welded wire fabric or cold-drawn wire for concrete reinforcement shall conform to the
requirements of the "Standard Specification for Welded Wire Fabric for Concrete
Reinforcement" (ASTM Serial Designation A-185, latest edition).
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5.3
For the detailed specifications of reinforcing steel see Section 3-C, Reinforcing Steel.
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6.0 STORAGE OF MATERIALS
6.1
7.0
7.1
7.2
7.3
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Cement and aggregate shall be stored at the work in such a manner as to prevent deterioration
or intrusion of foreign matter. Any material which has deteriorated or which has been
damaged or mixed with other aggregates or foreign matter shall not be used for concrete.
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CONCRETE QUALITY
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The working stresses for the design of this work are based on the specified minimum
ultimate twenty-~ight (28) day compressive strength of the concrete, or on the specified
minimum ultimate compressive strength at the earliest age at which the concrete may be
expected to receive its full load. The strengths of concrete at specified ages for which all
parts of the structure were designed are shown on the plans or specified herein.
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All concrete exposed to the weather shall have a water content not to exceed.six (6) gallons
per sack of Portland Cement, unless otherwise specified herein.
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Where Class "A" concrete is indicated on the plans or in these specifications, the
CONTRACTOR shall provide 4,000 psi, 28-day compressive strength concrete. Where
Class "B" concrete is indicated, 3,000 psi, 28-day compressive strength concrete shall be
provided. Where Class "C" concrete is indicated, 2,500 psi, 28-day compressive strength
concrete shall be provided. Where Class "D" concrete is indicated, 1,500 psi, 28-day
compressive strength shall be provided.
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7.4 Special concrete (Class nAAn) shall be mixed in proportion of eighty (80) percent standard
Portland Cement and twenty percent (20%) high-early strength Portland Cement by weight;
thus in a five (5) sack batch, four (4) sacks shall be standard Portland CemeIlt and one (1)
sack shall be high-early strength Portland Cement.
7.5 All concrete, except where otherwise indicated on the plans, shall be Class "An.
8.0 DETERMINATION OF STRENGTH AND QUALITIES OF MATERIALS
8.1
The determinations of the proportions of cement, aggregate and water to attain the required
strengths shall be made by one of the following methods:
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METHbD 1 - Concrete made from average materials: when no preliminary tests of the
materials to be used are made, the water content per sack shall not exceed the values in the
following table. Method 2 shall be employed when artificial aggregates or admixtures are
used, or when more than 100 cubic yards of concrete are used in the entire project.
ASSUMED STRENGTH OF CONCRETE MIXTURES
ASSUMED COMPRESSIVE
CLASS OF STRENGTHAT28 DAYS
CONCRETE LBS. PER SQ. IN.
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" ,.'......". . . ". ~". ,', . ,. . ,.... ..' ,. .." . ,', ',' , ," . ." . ",',' " :.... ,.";" .. ~... : .C
C 4,000
B
A
3,000
3,500
NOTE: In interpreting this table, surface water contained in the aggregate must be
included as part of the mixing water in computing the water content.
METHOD 2 - Contr.()l1ed Concrete: proportions of the materials and water ccmtent other than
those shown in the above table may be used provided that the strength quality of the
materials proposed for use in the structure shall be established by tests which shall be made
in advance of the beginning of operations, using the consistencies suitable for the work and
in accordance with the ~'Standard Method of Test for Compressive Strength of Molded
Concrete Cylinders" (ASTM Serial Designation C-39). A curve representing the relation
betW-eenthe water content and the average 28":day compressive strength or earlier strength
at which the concrete is to receive its full work load, shall be established for a range of values
including all the compressive strengths called for on the plans, or herein.
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The curve shall be established by at least four points, each point representing average values
for at least four test specimens~ The amount of water used in the concrete for the structure
as determined from the curve, shall correspond to a strength which is twenty-five (25)
percent greater than that called for on the plans, for concrete of a compressive strength less
than 2,500 psi, and fifteen( 15) percent greater for concrete of a compressive strength of 2,500
psi or more. No substitutions shall be made in the materials used in the work without
additional tests in accordance herewith to show that the quality of the concrete is satisfactory.
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9.0
TESTS ON CONCRETE
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9.1 Tests shall be made in accordance with the "Tests" Section 3-B.
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9.2 At least three (3) cylinder tests shall be made on anyone section of concrete poured, i.e., a
headwall or a footing, or a section of deck. More cylinders or sets of three (3) cylinders shall
be made as directed by the ENGINEER.
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9.3 In all cases where the average strength of the laboratory control cylinders shown by these
tests for any portion of the structure falls below the minimum 1.l1timate compressive strengths
called for on the plans, the ENGINEER shall have the right to order a change in the mix or
in the water content for the -remaining portion of the structure. In cases where the average
strength of the cylinders cured on the job falls below the required strength, the ENGINEER
shall have the right to require conditions of temperature and moisture necessary to secure the
required strength and may require load tests to be made on portions of the work so affected.
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9.4 In the event that the ENGINEER changes the water content specified when Method I is used,
adjustments, covering amount of cement and aggregates affected, will not be made as an
extra or a credit under the provisions of the contract. It is the obligation of the
CONTRACTOR to procure material which will produce the strength and class of concrete
indicated on the plans.
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10.0 CONCRETE PROPORTIONS AND CONSISTENCY
10.1 ''flleproportions of ~gregate to cement for any concrete shall be such as to produce a
. D:ii~~e which will readily flow into the corners and angles of the forms and around
reinforcement with the method of placing employed on the work, but without permitting the
materials to secrete or excess free water to collect on the surface. The combined aggregates
shall be of such composition of sizes that when separated on the No.4 standard sieve, the
weight passing the sieve (fine aggregate) shall not be less than thirty percent (30%) nor
greater than fifty percent (50%) of the total unless otherwise required by the ENGINEER,
and with the exception that these proportions do not necessarily apply to lightweight
aggregates.
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10.2 The.methods of measuring concrete materials shall be such.that the proportions can be
accurately controlled and easily checked at any time during the work. Measurement of
materials for ready-mixed concrete shall conform to the."Standard Specifications for Ready-
Mixed Concrete" (ASTM Serial Designation C-94).
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11.0 REMOVAL OF WATER FROM EXCAVATION
11.1 Water shall be removed from place of deposit before concrete is placed unless otherwise
directed by the ENGINEER. Any flow of water into the place of deposit shall be diverted
through proper side drains to a pump, or removed by other approved methods which will
avoi<iwashing the freshly deposited concrete. Water vent pipes and drains shall be filled by
grouting, or otherwise, after the concrete has thoroughly hardened.
11.2 CONTRACTOR shall use high-early strength concrete in creek crossing to minimize
disruption of the flow in the creek.
12.0 'CLEANING FORMS AND EQUIPMENT
12.1 Before placing concrete, all equipment for mixing and transporting the concrete shall be
cleaned; all debris and ice shall be removed from the place to be occupied by the concrete;
forms shall be thoroughly wetted (except in freezing weather) or oiled, and clay or cement
tile that will be in contact with concrete sha1!ile well.dJ.-enched (except in freezing . weather).
Reinforcement shall be thoroughly cleaned of ice or other coatings.
13.0 INSPECTION
13.1 Concrete shall not be placed until the forms and reinforcement have been inspected and
approved by the ENGINEER or his authorized representative.
14.0 TRANSPORTATION
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14.1 Concrete shall be handled from the mixer to the place of final deposit as rapidly as practical
by methods which will prevent the separation or loss of the ingredients. It shall be deposited
. as nearly as practical in its final position to avoid rehandling or flowing. Under no
circumstances shall concrete that h(iS partially hardened be deposited to the work.
14.2 Carts, buggies or conveyors shall generally be used for transporting concrete from the mixer
to the final place of deposit. Delivery carts or buggies shall be kept on temporary runways.
Runway supports shall not bear upon reinforcing or on fresh concrete.
14.3 Concrete shall not be dumped into carts or buggies from the mixer with a free fall of more
than three (3) feet.
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14.4 Chuting of concrete shall be allowed only with special approval of the ENGINEER or his
representative. In such case the slope of the chute shall be such as to allow the concrete to
flow without separation of the ingredients. The delivery end of the chute shall be as close
as possible to the point of deposit. When the operation is intermittent, the chute shall
discharged into a hopper. The chute shall be thoroughly flushed with water before and after
each run. The water used for this purpose shall be discharged outside the forms.
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15.0 PLACING OF CONCRETE
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15.1 Special care must be exercised to prevent splashing the forms or reinforcement with
concrete, and any such splashes or accumulations of hardened or partially hardened concrete
on the forms or reinforcement above the general level of the concrete already in place must
be removed before the work proceeds. Concrete shall be placed in the forms for all walls and
other places where the concrete is to be exposed in such a way as to prevent segregation. All
concrete for piers shall be placed through openings in the inside form spaced at frequent
intervals or through "elephant trunks" (heavy truck canvas or galvanized iron trunks)
equipped with suitable hopper ends.. Trunks shall be of variable lengths so that the free fall
shall not exceed three (3) feet, and a sufficient number shall be placed in the forms to insure
the concrete being kept level at all times.
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15.2 Concrete shall be thoroughly compacted by puddling with suitable tools during the operation
of placing, and thoroughly worked around the reinforcement, around embedded fixtures, and
into the comers of the forms. All concrete placed in forms shall be vibrated by a mechanical
vibrator or a type that comes in contact with the concrete only, and is in no way in contact
with the forms or reinforcing steeL Sufficient machines shall be provided to thoroughly
vibrate all concrete placed provided however that there shall be at least two (2) machines in
good working order on site of the work at all times. In thin wall construction the type of
vibrator used shall be specially suited for such work. Application of vibrator shall be limited
to that concrete which has been freshly poured, for a period of not. more than twenty (20)
seconds, and in no case shall it be extended to previously placed batches. Use of mechanical
vibrators does not take the place of puddling or spading by hand, rather it shall be considered
an additional placing operation.
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15.3 Where conditions make puddling difficult, or where the reinforcement is congested, batches
of mortar containing the same proportion of cement to sand used in the concrete shall first
be deposited in the forms and the operation of filling with the regularly specified mix be
carried on at such a rate that this mix is at all times plastic and flows readily into the spaces
between the bars.
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15.4 When concreting is once started, it shall be carried on as a continuous operation until the
place of the section or panel, limits of which are defined on the drawings by construction
joints, is completed.
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16.0 CONSTRUCTION JOINTS AND STOPPAGES
16.1 The placing of concrete shall be carried on continuously between construction joints shown
on the drawings. If, for any reason, it shall become necessary to stop placing of concrete at
points other than those indicated on the drawings, such points shall have the approval of the
ENGINEER, and the manner of making the joint shall be approved.
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The surface of the concrete shall be level whenever a run of concrete is stopped.
Vertical construction joints shall be placed at interior comers only,UI1less.otllerwise shown
.. ..011 the ~rawiIlgs or approved by the ENGINEER.
At least three (3) hoursinust elapse after depositing concrete at the columns or walts before
depositing in beams, girders or slabs supported thereon.
17.6 DEPOSITING AGAINST OTHER CONCRETE
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17.1 Before depositing new concrete on or against concrete which has hardened, the forms shall
be retightened, surface of the hardened concrete shall be roughened, as required, thoroughly
cleaned of foreign matter and debris, and moistened with water. The new concrete placed
in contact with the hardened or partially hardened concrete. shall contain an excess of water
to insure bond.
17.2 To insure sufficient mortar at the junction of the hardened and the newly deposited concrete,
the.cleaned and moistened surface of the hardened concrete, including vertical and inclined
surfaces, shall first be slushed with a two (2) inch to three (3) inch coating of cement grout
against which the new concrete shall be placed before the grout has attained its initial set.
18.0 PROTECTING AND CURING
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18.1 All formscontaining concrete, and thetop of the concrete, shall be kept moist continuously
as directed>bytheENGINEERuntil removal of said forms. All exposed concrete shall be
maintained in a moist condition for not less than seven (7) consecutive days after removal
of forms.
18.2 Weather conditions may modify curing requirements, in which case the CONTRACTOR
shall be governed accordingly, subjectto the approval of the ENGINEER.
19.0 FORMS
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19.1 Forms shall conform to shape, lines and dimensions of the member as called for on the plans.
They shall be substantial and sufficiently tight to prevent leakage of mortar. They shall be
properly braced or tied together so as to maintain position and shape and assure safety to
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workmen and passers-by. Temporary openings shall be provided where necessary to
facilitate cleaning and inspection immediately before depositing concrete.
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19.2 Form faces for exposed concrete shall be of tempered "Masonite" ,or equal, properly oiled
with a non-staining oil.
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20.0 TIES
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20.1 Form ties shall be of such type that the entire tie, or not less than the outer 3;4 inch of the tie
at each face, can be completely removed from the concrete without spilling the exposed
surface of the concrete. Tie metal shall be carefully removed so as to leave a neat, clean hole
for filling and patching.
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20.2 Immediately after the removal of the fonns, the tie metal shall be removed and the tie holes
dampened and filled tightly, full depth with grout as specified in Section 3-A, paragraph
36.1. Patching shall be accomplished in such a manner that the patch will not be apparent
on the wall face.
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21.0 FORM REMOVAL
2 LIThe removal of forms shall be carried out in such a manner as to insure the complete safety
of the structure. Where the structure as a whole supported on shores, removable floor, forms,
beams and girder sides, column and similar vertical forms may be removed within twenty-
four (24) hours, provided the concrete has hardened sufficiently to permit their removal with
safety. Shoring shall not be removed until the member has acquired sufficient strength to
support safely its weight and the load upon it.
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22.0 CLEANING AND BENDING REINFORCING STEEL
22.1 Metal reinforcement, before being placed, shall be free from mill scale or other coating that
will destroy or reduce the bond. Reinforcement shall be formed to the dimensions indicated
on the plans; Cold bends shall be made around a pin having a diarJ1eter of four (4) or more
times the least dimension of the baT;
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22.2 Metal reinforcement shall be bent or straightened in a manner that will not injure the
material. Bars with kinks or bends not shown on the plans shall not be used. Heating of
reinforcement for bending will not be permitted.
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23.0 PLACING. REINFORCING STEEL
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Metal reinforcement shall be accurately placed and secured and shall be supported by
concrete or metal chairs, spacers, or metal hangers. Horizontal bent bars shall be provided
for the comers of all concrete structures.
SPLICES AND OFFSETS IN REINFORCEMENT
In slabs, beams and girders, splices of reinforcement shall not be made at points of maximum
stress without the approval of the ENGINEER. Splices, where permitted, shall provide
sufficient lap to transfer the stress between bars by bond and shear (minimum 24 diameters),
each bar being surrounded completely by concrete. The minimum distance, center to center,
shall be 2~ diameters for round bars and 3 diameters for square bars.
24.2 Splices in column bars shall provide a lap of not less than 24 diameters for deformed bars
and 30 diameters for plain bars.
PROTECTION OF CONCRETE IN COLD WEATHER
When placing concrete at or below a temperature of forty degrees Fahrenheit (400 F), or
whenever, in the opinion of the ENGINEER, theatrnospheric temperature will probably fall
below this limit within the next twenty-four (24) hour period after placing concrete, mixing
water and aggregates shall be heated; and the freshly placed concrete shall be protected by
adequate housing or covering and heating.
The CONTRACTOR shall have on the job, ready to install, adequate equipment for heating
the materials and the freshly placed concrete, and for enclosing the work in accordance with
the requirements specified herein, from September 15 until May 15.
TEMPERATURE OF THE CONCRETE
Concrete, when placed in the forms shall have a temperature of not less than seventy degrees
Fahrenheit (700 F) nor more than one hundred degrees Fahrenheit (l000 F). Freshly laid
concrete and the surrounding air shall be maintained at a temperature of fifty degrees
Fahrenh~it(500 F) or greater for a period of seventy-two (72) hours after placing. The
methods of protection and curing shall be such as to prevent evaporation of moisture from
the concrete and injury to the surface.
27.0 TEMPERATURE RECORDS
27.1 During pouring and curing periods a permanent temperature record sl1all be kept showing the
date, hour, outside temperature, and temperatures at several points within the enclosure to
show the most favorable and unfavorable condition to which the concrete is subjected.
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Thermometer readings shall be taken at the start of the work in the morning and again in the
late afternoon, and the data so obtained shall be recorded in such a manner that it will show
the location of each reading and any conditions which might have an effect on the
temperature. A copy of the temperature record shall be made available to the ENGINEER.
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28.0 HOUSING IN COLD WEATHER
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28.1 Before concreting any section of a structure, the section shall be completely housed or
enclosed in a manner that will insure the maintenance of the specified temperatures. The
housing shall be left in place for the curing period specified, except that sections may be
temporarily removed as required to accommodate the placing of column forms or concrete,
provided that they are replaced immediately after the form or concrete is in its final position.
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28.2 In placing slabs, tarpaulins supported on horses or other framework shall closely follow the
placing of the concrete, so that only a few feet of the finished slab is exposed to the outside
atmosphere at anyone time. Such tarpaulins shall be arranged so that heated air from the
space below can circulate freely in the space between the tarpaulin and the freshly placed
concrete if necessary,. in order to maintain the proper temperatures between the slab and the
tarpaulins, temporary openings may be left in the floor and forms to facilitate the circulation
of warm air in this space. Such openings shall be at the center of panels and shall not exceed
eighteen (18). inches in their greatest dimension.
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28.3 Top covers may be removed between the hours of 8:00A.M. and 5:00 P.M. on days when
the temperature is above thirty-five degrees Fahrenheit (350 F) to permit erection offonns,
but they shall be replaced not later than 5 :00 P.M.
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29.0 METHODS OF HEATING
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29.1 Within the enclosure, such means of artificial heat shall be provided as will maintain the
temperatures specified continuously and with a reasonable degree of uniformity in all parts
of the enclosure. All exposed concrete surfaces within the heated area will be wet down with
a hose stream at.1east once. every twenty-four (24) hours during the heating period, except
wberesteam curing,i~.ptovided.
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29.2 The CONTRACTOR shall provide adequate fire protection accessible at all times on each
floor where heating is in process and shall maintain watchmen or other attendants to keep
the heating units in continuous operation.
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29.3 Heating appliances shall be placed in such a manner as to not endanger form work or
centering or expose any area of concrete to drying out or other injury due to excessive
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30.0 HEATING OF MATERIALS
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30.1
Either aggregates or water, or both, as may be necessary, shall be heated with steam coils or
other devices, so that the average temperature of the concrete as it is deposited inaforrn
shall fall within the limits specified above. Aggregates containing frozen lumps shall be
independently heated, and no materials containing frozen llliIlps, ice or snow shall be allowed
to enter the mixer.
31.0 ANTI-FREEZE COMPOUNDS
31.1 The use of salts, chemicals or other foreign materials in the mix to lower the freezing point
of the concrete is prohibited.
32.0 ACCELERATORS
r 32.1 Admixtures intended to accelerate the hardening of the concrete or to produce higher than
normal strengths at early periods will be permitted only upon written approval of the
ENGINEER and then only in percentages which will not have an injurious effect on the
'normal qualities of the concrete.
33.0 PREPARATION OF FORMS
33.1 Before pliiciIigthe concrete in any fonn, on any surface,. or around reinforcement, heat shall
be applied in such a manner that ice or snow will be completely removed.
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34.0 REMOVAl., OF FORMS
34.1 Forms s~a1rremain .U?disturbed until the concrete has attained sufficient strength to sustain
its own weight in addition to any temporary or permanent load that may be placed upon it
during the building of the structure. Beam sides, column forms or forms for walls I1J~y be
re~oved as soon as the concrete has a~ined sufficient strength to sustain its own weight,
provided that such action does not endanger any part of the structure.
34.2 One day prior to the proposed removal of any forms or centering, the CONTRACTOR shall
submit to the ENGINEER the date on which the concrete in this particular section was
placed, the record of temperature conditions prevailing in that section during the interval
since placement and any pertinent facts concerning the proposed future loading of the section
in question.
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34.3 If, in the opinion of the ENGINEER, based on the records and conditions of the concrete, the
removal of the forms is likely to endanger the whole of any part of the structure, forms shall
remain in place for such additional period of time as may be necessary to insure safety,
provided, however, that no form shall be wholly or partly removed in less than five (5) days
except as noted above and no slab or beam support in less than twenty-one (21) days unless
reshored to the satisfaction of the ENGINEER.
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35.0 PATCHING AND FINISHING CONCRETE SURFACES
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35.1 Immediately after removing forms, all concrete surfaces shall be inspected, and any poor
joints, voids, stone pockets, or other defective areas permitted by the ENGINEER to be
patched and all tie holes shall at once be patched before the concrete is thoroughly dry.
Defective areas shall be chipped away to a depth of not less than one (1) inch with the edges
perpendicular to the surface. The area to be patched and a space at least six (6) inches wide
entirely surrounding it shall be wetted to prevent absorption of water from the patching
mortar. .
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35.2 The patch shall be made of the same material and of the same proportion as used for the
concrete, except that the coarse aggregate shall be omitted and white cement shall be
substituted for a part of the gray cement to match the color of the surrounding concrete. The
amount of water used in mixing the mortar shall be as little as consistent with the
requirements of handling and placing. The mortar shall be retempered without the addition
of water by allowing it to stand for a period of one (1) hour, during which time it shall be
mixed with a trowel to preveq.t settljng.
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35.3 The mortar shall be thoroughly compacted into place and screeded off so as to leave the
patch slightly higher than the surrounding surface. It shall then be left undisturbed for a
period of one (1) to two (2) hours to permit initial shrinkage before being finally finished.
The patch shall be finished in such a manner as to match the adjoining surface. On exposed
surfaces where unlined forms have been used, the final finish shall be obtained by striking
off the surface with a straight edge spanning the patch and held parallel to the form marks.
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35.4 Tie holes left by withdrawal of the r(>ds shall be filled solidly with mortar. Any excess
mortar at the surface of the wall shall be struck off flush with a cloth. Patches shall be cured
as specified under "Protecting and Curing", paragraph 18.
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36.0 FINISH TREATMENT OF CONCRETE SURFACES
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36.1 Where finish is specjfied, after removing fins with a Carborundum stone, all exposed
surfaces shall be given the following treatment:
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Prepare a grout of about the proportions of one part cement to one part fine sand.
Grout shall be of the consistency that will permit its application to vertical surfaces
with a stiff bristle brush. The grout shall be brushed and floated on the previously
dampened surface to fill completely all the air bubbles and indentations in the
concrete. Allow the grout to remain on the surface until the cement has partially set,
then remove excess grout with a steel trowel. After drying for an hour or longer,
depending on weather conditions, rub the surface vigorously with burlap to clean the
grout from the surface completely, leaving pits filled, but without a visible film of
grout on the surface. To lighten the surface, replace part of the gray cement with
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approximately thirty percent (30%) of white cement. Rubbing up a "lather" with
Carborundum Stone shall not be permitted. Grout remaining shall be cured as
specified under "Protecting and Curing".
36.2 Concrete finish for all exposed surfaces shall be as specified in 36.1 above.
37.0' PAYMENT
3 7.1 All materials, equipment and labor for work callerl for in this section shall be included in the
CONTRACTOR's bid. .
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DIVISION 3 - CONCRETE
SECTION 3-B - CONCRETE TESTING PROCEDURES
1.0 GENERAL
1.1 Tests will be made of materials received on the job site unless otherwise provided in these
specifications. A test may be required by the Engineer of any material used in the work
covered by this specification, and unless specifically stated otherwise, the ASTM test and
specification for the type and class of material indicated shall be used for test. All the
standard tests specified in this section and elsewhere shall be arranged for by the Contractor.
They shall be conducted by an approved independent laboratory and will be made at the
expense of the Contractor, unless specifically noted otherwise. Usually, the manufacturer's
certificate of tests will be accepted.
2.0 CONCRETE TESTS REQUIRED
2.1 Where twenty-five (25) or more cubic yards of concrete are to be placed, and where
necessary to maintain desired consistency of the concrete, a slump test may be made as
specified in ASTM Designation C 143. The slump shall be ~s shown on the drawings or
specified in the detailed specifications. A slump test shall also be made on each sample of
concrete used in fabricating test specimens. The Contractor shall furnish and have available
the slump cone and rod necessary for making this test.
2.2 Advance Concrete Test: Where more than 100 cubic yards of concrete are required for the
entire project, advance tests of concrete shall be made by an independent laboratory in
accordance with ASTM Designation C 39 and the ASTM Standard tests required in ASTM
Designation C 33. Eight (8) standard six (6) inch compression cylinders, four (4) to be tested
at seven (7) days and four (4) at twenty-eight (28) day, shall be ma.de wi,th the proportioning
and materials proposed to be used in the major part of the project. Subsequent tests may be
made on seven (7) day basis if relation to twenty-eight (28) day test is established. Water
contents shall be varied to produce values for water content-strength curve. The tests made
on the aggregates, as required above, may be made a part of these tests if suitable referenced
on the reports which shall be issued at seven (7) and twenty-eight (28) days. These tests shall
be repeated if there are changes in materials or unsatisfactory results. Strength requirements
shall be as stated in the specifications or on the drawings. The above shall only be done upon
request of the Engineer.
3.0 STRUCTURAL STEEL
3.1 Field inspection for rust, dimensions, riveting, welding, and painting, together with
laboratory and shop inspections and tests in accordance with ASTM Designation A 7, latest
edition, by an independent laboratory, are required.
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4.0 PAYMENT
4.1 All material, equipment and labor for work called for in this section shall be included in the
Contractor's Bid.
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