HomeMy Public PortalAboutORD07547 1
BrLL NO.
INTRODUCED BY COUNCILMEN : HAWES and SKAIN
ORDINANCE NO.
AN ORDINANCE OF THE CITY OF JEFFERSON, MISSOURI, AUTHORIZING
THE MAYOR AND CLERK OF THE CITY TO EXECUTE A CONTRACT
WITH JEAN WELSH BRUNNER D/B/A ALVIN BRUNNER CONSTRUCTION
COMPANY OF JEFFERSON CITY, MISSOURI, RELATING TO THE
CONSTRUCTION OF A SANITARY TRUNK RELIEF SEWER.
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF JEFFERSON,
MISSOURI:, AS FOLLOWS:
Section 1. The mayor and the clerk of the city
are hereby authorized to execute, for and in the name of
the city, a contract with Jean Welsh Brunner, d/b/a
Alvin Brunner Construction Company, Contractor, of Jefferson
City, Missouri, relating to the construction of a Sanitary
Trunk Relief Sewer.
Section 2. Said contract shall read in words and
figures as follows:
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CITY OF JEFFERSON, MISSOURI
SPECIFICATIONS
FOR
THE CONSTRUCTION OF A SANITARY TRUNK SEWER
FOR
THE MOREAU RIVER WATERSHED
IN
JEFFERSON CITY, MISSOURI
HORNER & SHIFRIN
Consulting Engineers
St. Louis, Missouri
JULY 1964
' 63-65
INDEX
Page
ADVERTISEMENT FOR BIDS
INFORMATION FOR BIDDERS
1. Receipt and Opening of Bids IB-1
2. Preparation of Bid IB-1
3. Telegraphic Modification IB-1
4. Qualifications of Bidder IB-2
5. Bid Security IB-2
6. Liquidated Damages for Failure to Enter into
Contract IB-2
7. Time of Completion and Liquidated Damages IB-2
8. Conditions of-Work IB-3
9. Obligation of Bidder IB-3
10. Addenda and Interpretations IB-3
11. Security for Faithful Performance IB-3
12. Qualification of Sureties IB-4
13. Laws and Regulations IB-4
14. Estimj.ted Quantities IB-4
15. Award of Contract IB-4
BID FOR UNIT PRICE CONTRACTS
BID BOND
CONTRACT
PERFORMANCE-PAYMENT BOND
GENERAL CONDITIONS
1. Contract and Contract Documents GC-1
2. Definitions GC-1
3. Shop or Setting Drawings GC-1
4. Materials, Services and Facilities GC-2
5. Contractor's Title to Materials GC-2
6. Inspection and Testing of Materials GC-2
7. "Or Equal" Clause GC-2
8. Patents GC-3
9. Surveys, Permits and Regulations GC-3
10. Contractor's Obligations GC-3
' 1
1
INDEX - Continued
Page
11. Weather Conditions GC-4
12. Protection of Work and Property - Emergency GC-4
13. Reports, Records.and Data. GC-5
14. Superintendence by Contractor GC-5
15. Changes in Work GC-5
16. Extras GC-6
17. Time for Completion and Liquidated Damages GC-6
18. Correction of Work GC-7
19. Subsurface Conditions Found Different GC-8
20. Claims for Extra Costs GC-8
21. Right of the Owner to Terminate Contract GC-8
22. Construction Schedule and Periodic Estimates GC-9
23. Payments to Contractor GC-9
24. Acceptance of Final Payment as Release GC-10
25. Payments by Contractor GC-10
26. Contractors' and Subcontractors' Insurance GC-11
27. Contract Security GC-12
28. Additional or Substitute Bond GC-12
29. Assignments GC-13
30. Mutual Responsibility of Contractors GC-13
31. Separate Contracts GC-13
32. Subcontracting GC-13
33. Engineer's Authority GC-14
34. Use of Premises and Removal of Debris GC-14
35. Quantities of Estimate GC-15
36. Rights-of-Way and Suspension of Work GC-15
37. General Guaranty GC-16
38. Conflicting Conditions GC-16
39. Notice and Service Thereof GC-16
40. Required Provisions Deemed Inserted GC-16
41. Protection of Lives and Health GC-17
42. Wage Rates GC-17
43. Special Hazards GC-18
SPECIAL CONDITIONS
1. General SC-1
f., 2. Easements and Working Space SC-1
3. Sanitary Regulations SC-1
4. Water SC-1
5. Contract ]Limits SC-1
6.' Sewer Outlets SC-2
t2
INDEX - Continued
Page
TECHNICAL SPECIFICATIONS
rPART I - MATERIALS OF CONSTRUCTION
1. Materials and Inspection I-1
2. Granular Backfilling Material I-1
3. Portland Cement I-1
4. Fine Aggregate I-2
5. Coarse Aggregate I-2
6. Water I-3
7. Concrete 1-3
8. Vitrified Clay Sewer Pipe I-6
9. Certificates on Sewer Pipe I-6
10. Joint Material I-6
11. Crushed Rock for Bedding Pipes in Trenches I-7
12. Crushed Rock for Subgrade Replacement I-7
13. Common Sewer Brick I-7
14. Cast Iron Manhole Frames and Covers I-7
15. Precast Concrete Manholes I-8
PART II - METHOD OF SEWER CONSTRUCTION
1. Interference with Traffic II-1
2. Protection of Trees and Restoration of
Landscaped Areas II-1
3. Protection of Existing Structures II-2
4. Protection of Pole Lines, Water and Gas Pipes,
and All Other Underground Utilities II-2
5. Removal and Replacement of Secondary Pavements II-3
6. Removal and Restoration of Asphaltic Pavement II-3
7. Removal and Restoration of Concrete Curb II-3
8. Trench Excavation II-3
9. Bracing and Shoring II-4
10. Trenches with Sloping Sides, Limited II-4
11. Excavation in Rock II-5
12. Trench Bottoming II-6
13. Pipe Sewers in Stanks or Short Tunnels II-6
14. Pipe Laying II-7
15. Wye Junctions II-7
16. Concrete Encasement II-7
17. Backfilling II-8
18. Granular, Backfill II-8
r19. Manhole Construction II-8
r
3
INDEX - Continued
P. ag_
20. Stubs in Manholes II-9
Z 1. Infiltration Tests II-10
PART III - PAYMENTS
1. Trench Excavation III-1
2. Manholes III-2
3. Pipe Sewers III-2
4. Pipe Stubs in Manholes III-2
5. .Crushed Rock III-2
6. Granular Fill III-3
7. Concrete III-3
S. 'Wye Junctions III-4
9. Pipe Specials III-4
10. Risers III-4
11. Lumber Ordered Left in Trench III-4
12. Asphaltic Concrete Pavement III-4
13. Concrete Curb III-5
4
ADVERTISEMENT FOR BIDS
Sealed unit P rice bids for construction of about 8, 600 lineal feet of
8-inch sewers in the Moreau River Watershed for the City of Jefferson,
Missouri, will be received by the City Clerk at the Council Meeting Room
in the City Hall, 240 East High Street, Jefferson City, Missouri, until
8 o'clock p. m. , CST, August 3, 1964, and then at said place, publicly
opened and read aloud.
The Information for Bidders, Form of Bid, Form of Contract,
Plans, Specifications, and Forms of Bid Bond, Performance and Payment
Bond, and other contract documents may be examined at the Office of the
City Engineer, Jefferson City, Missouri, and at the office of Horner &
Shifrin, Consulting Engineers, 1221 Locust Street, St. Louis 3, Missouri.
Copies may be obtained at the office of Horner & Shifrin, 1221 Locust
Street, St. Louis 3, Missouri, upon payment of $20. 00 for each set. Any
unsuccessful bidder, upon returning such set within ten (10) days after the
time set for the opening of bids, and in good condition, will be refunded his
payment, and any non-bidder upon so returning such a set will be refunded
$10.-00.
The Owner reserves the right to waive any informalities or to reject
any or all bids.
Each bidder must deposit with his bid, security in the amount of
five per cent (57a) of the bid, by cash, certified check of the bidder, or a
bid bond. The deposit shall conform to the conditions provided in the In-
formation for Bidders.
A performance-payment bond in the amount of one hundred per cent
(10016) of the total contract price will be required.
Attention of bidders is particularly called to the requirements as
to conditions of employment to be observed and minimum wage rates to be
paid under the contract.
No bidder may withdraw his bid within thirty (30) days after the
actual date of the opening thereof.
Horner & Shifrin, Consulting Engineers
For
July 24, 1964 City of Jefferson, Missouri
INFORMATION FOR BIDDERS
1. RECEIPT AND OPENING OF BIDS:
The City of Jefferson, Missouri (herein called the "Owner"), invites
unit price bids on the form attached hereto, all blanks of which must be
appropriately filled in. Bids will be received by the Owner at the Council
Meeting Room, City Hall, until 8 o'clock p. m. CST, August 3, 1964, and
then at said office publicly opened and read aloud. The envelopes contain-
ing the bids must be sealed, addressed to The Honorable Mayor and City
Council at the City of Jefferson, Missouri, and designated as Bid for
Sanitary Trunk Sewer, Moreau River Watershed.
The Owner may consider informal any bid not prepared and sub-
mitted in accordance with the provisions hereof and may waive any in-
formalities or reject any and all bids. Any bid may be withdrawn prior
to the above scheduled time for the opening of bids or authorized post-
ponement thereof. Any bid received after the time and date specified
shall not be considered. No bidder may withdraw a bid within thirty (30)
days after the actual date of the opening thereof.
2. PREPARATION OF BID:
Each bid must be submitted on the prescribed form. All blank
spaces for bid prices must be filled in, in ink or typewritten, in both
words and figures.
Each bid must be submitted in a sealed envelope bearing on the
outside the name of the bidder, his address, and the name of the project
for which the bid is submitted. If forwarded by mail, the sealed envelope
containing the bid must be enclosed in another envelope addressed as
specified in the bid form.
3. TELEGRAPHIC MODIFICATION:
Any bidder may modify his bid by telegraphic communication at any
time prior to the scheduled closing time for receipt of bids, provided such
telegraphic communication is received by the Owner prior to the closing
time, and provided further, the Owner is satisfied that a written con-
firmation of the telegraphic modification over the signature of the bidder
was mailed prior to the closing time. The telegraphic communication
should not reveal the bid price but should provide the addition or subtrac-
tion or other modification so that the final prices or terms will not be known
by the Owner until the sealed bid is opened. If written confirmation is not
IB-1
received within two days from the closing time, no consideration will be
given to the telegraphic modification.
4. QUALIFICATIONS OF BIDDER:
The Owner may make such investigations as he deems necessary to
determine the ability of the bidder to perform the work, and the bidder
shall furnish to the Owner all such information and data for this purpose
as the Owner may request. The Owner reserves the right to reject any
bid if the evidence submitted by, or investigation of, such bidder fails to
satisfy the Owner that such bidder is properly qualified to carry out the
obligations of the contract and to complete the work contemplated therein.
Conditional bids will not be accepted.
5. BID SECURITY:
Each bid must be accompanied by cash, certified check of the
bidder, or a bid bond prepared on the form of bid bond attached hereto,
duly executed by the bidder as principal and having as surety thereon a
surety company approved by the Owner, in the amount of five per cent
(516) of the bid. Such cash, checks or bid bonds will be returned to all
except the three lowest bidders within three (3) days after the opening of
bids, and the remaining cash, checks, or bid bonds will be returned
promptly after the Owner and the accepted bidder have executed the con-
tract, or, if no award has been made within thirty (30) days after the date
of the opening of bids, upon demand of the bidder at any time thereafter,
so long as he has not been notified of the acceptance of his bid.
6. LIQUIDATED DAMAGES FOR FAILURE TO ENTER INTO CONTRACT:
The successful bidder, upon his failure or refusal to execute and
deliver the contract and bonds required within ten (10) days after he has
received notice of the acceptance of his bid, shall forfeit to the Owner,
as liquidated damages for such failure or refusal, the security deposited
with his bid.
7. TIME OF COMPLETION AND LIQUIDATED DAMAGES:
Bidder must agree to commence work on or before a date to be
specified in a written "Notice to Proceed" of the Owner and to fully com-
plete the project within one hundred (100) consecutive calendar days thereafter.
Bidder must agree also to pay as liquidated damages, the sum of Fifty
Dollars ($50. 00) for each consecutive calendar day thereafter as herein-
after provided in the General Conditions.
e IB-2
8. CONDITIONS OF WORK:
Each bidder must inform himself fully of the conditions relating to
the construction of the project and the employment of labor thereon.
Failure to do so will not relieve a successful bidder of his obligation to
furnish all material and labor necessary to carry out the provisions,of his
contract. Insofar as possible the Contractor, in carrying out his work,
must employ such methods or means as will not cause any interruption of
or interference with the work of any other contractor.
9. OBLIGATION OF BIDDER:
At the time of the opening of bids each bidder will be presumed to
have inspected the site and to have read and to be thoroughly familiar with
the plans and contract documents (including all addenda). The failure or
omission of any bidder to examine any form, instrument or document shall
in no way relieve any bidder from any obligation in respect of his bid.
The Contractor shall not be permitted to use any omission or error
in the plans or Contract Documents to his advantage. The Engineer retains
the right to issue clarifications of such errors or omissions which the
bidder shall carry out as if originally specified.
10. ADDENDA AND INTERPRETATIONS:
No interpretation of the meaning of plans, specifications or other
pre-bid documents will be made to any bidder orally.
Every request for such interpretation should be in writting addressed
to Horner & Shifrin, Consulting Engineers, at 1221 Locust Street, St. Louis
3, Missouri, and to be given consideration must be received at least five (5)
days prior to the date fixed for the opening of bids. Any and all such inter-
pretations and any supplemental instructions will be in the form of written
addenda to the specifications which, if issued, will be delivered to all
prospective bidders at the respective addresses furnished for such purposes.
Failure of any bidder to receive any such addendum or interpretation .shall
not relieve such bidder from any obligation under his bid as submitted. All
addenda so issued shall become part of the Contract Documents.
11. SECURITY FOR FAITHFUL PERFORMANCE:
Simultaneously with his delivery of the executed contract, the Con-
tractor shall furnish a surety bond or bonds as security for faithful per-
formance of this Contract and for the payment of all persons performing
labor on the project under this Contract and furnishing materials in
connection with this Contract, as specified in the General Conditions
IB-3
r
included herein. The surety on such bond or bonds shall be a duly authorized
surety company satisfactory to the Owner.
12. QUALIFICATION OF SURETIES
Sureties must be on the U. S. Treasury Department list of accep-
table sureties on Federal bonds. Also the risk must be within the firm's
limitations as established by the Treasury Department. Sureties must be
acceptable to the Owner.
13. LAWS AND REGULATIONS
The bidder's attention is directed to the fact that all applicable
State laws, municipal ordinances, and the rules and regulations of all
authorities having jurisdiction over construction of the project shall apply
to the Contract throughout, and they will be deemed to be included in the
Contract the same as though herein written out in full.
14. ESTIMATED QUANTITIES:
> ��A The estimated quantities of work are stated in the bid proposal
form.
15. AWARD OF CONTRACT:
Award of the Contract will be made to the lowest responsible,
qualified bidder complying with the requirements of the Contract Docu-
ments, provided the bid is reasonable and it is to the interest of the Owner
to accept it. The Owner reserves the right to reject all bids and to waive
any informality in bids received.
O IB-4
BID FOR UNIT PRICE CONTRACTS
Place Jefferson City, Missouri
Date August 3, 1964
Proposal of Co. (hereinafter
called "Bidder") * a corporation, organized and existing under the laws of
1 the State of _MjSso1=1 , a partnership, or an individual,
doing business as Alvin Brunner Construction Co.
To the City of Jefferson, Missouri (hereinafter called "Owner").
Gentlemen:
The Bidder, in compliance with your Invitation for Bids for the
construction of a Sanitary Trunk Sewer in the Moreau River Watershed,
having examined the plans and specifications with related documents and
the site of the proposed work, and being familiar with all of the conditions
surrounding the construction of the proposed project including the avail-
ability of materials and labor, hereby proposes to furnish all labor,
materials, and supplies, and to construct the project in accordance with
the Contract Documents, within the time set forth therein, and at the prices
stated in the attached bid sheets. These prices are to cover all expenses
incurred in performing the work required under the Contract Documents,
of which this Proposal is a part.
i ' Bidder hereby agrees to commence work under this Contract on or
before a date to be specified in written "Notice to Proceed" of the Owner
i and to fully complete the project within one hundred (100) consecutive
calendar days thereafter as stipulated in the specifications. Bidder further
agrees to pay as liquidated damages, the sum of Fifty Dollars ($50. 00)
for each consecutive calendar day thereafter as hereinafter provided in
Section 17 of the General Conditions.
Bidder acknowledges receipt of the following addendum none
Cross out terms not applicable.
P-1
Bidder agrees to perform all the construction work described in
the specifications and shown on the plans for the unit prices shown on the
attached bid sheets. (Amounts are to be shown in both words and figures.
In case of discrepancy, the amount shown in words will govern. )
The above unit prices shall include all labor, materials, bailing,
shoring, removal, overhead, profit, insurance, etc. , to cover the finished
work of the several kinds called for.
Bidder understands that the Owner reserves the right to reject any
�. or all bids and to waive any informalities in the bidding.
The bidder agrees that this bid shall be good and may not be with-
drawn for a period of thirty (30) calendar days after the scheduled closing
time for receiving bids.
Upon receipt of written notice of the acceptance of this bid, bidder
will execute the formal contract attached within ten (10) days and deliver a
Surety Bond or Bonds as required by Section 27 of the General Conditions.
The bid security attached in the sum of Thrpe thousand four._ uI'i red
, twentg__three dollars. ($ 3 9 .23.00 ) is to become the
property of the Owner in the event the contract and bond are not executed
within the time above set forth, as liquidated damages for the delay and
additional expense to the Owner caused thereby.
Respectfully submitted,
y
i
t TitleGY,rvrr/1� n aL>
Business Address
Alvin Brunner Const. Co.
Industrial Avenue,
` Jeff* City, Mo.
(SEAL - if bid is by a corporation)
P-2
CITY OF JEFFERSON, MISSOURI
SANITARY TRUNK SEWER
MOREAU RIVER WATERSHED
BID ITEMS
1. Trench Excavation, Class A . . . . . . . . . . . . . . . . . . . . . . . 1, 160 cu. yd. @
Twonty Q.:O.Q_...._ �a.11ars_ _--_-- 3,?OQ.00
i (Figures) (Written Out) (Extension)
2. Trench Excavation, Class B . . . . . . . . . . . . . . . . . . . . . . . 5, 560 cu. yd. @
$ .00 ( Four dollars. ) $22"RILO.00
1 3. Manholes, Complete in Place - Depth from 4 feet to
6feet . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 each @
$ 120.00 ( One hundred twenty dollars. ) $ 1.L 0.00
4. Manholes, Complete in Place - Depth from 6 feet to
8feet . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 each @
$ 160.00 ( One hundred sixty dollars. ) $960.00
5. Manholes, Complete in Place. -•Depth from 8. feet to . .
10 feet 4 each @
$ 180.00 ( One hundred eiphtV dollars. ) $ 720.00
6. Manholes, Complete in Place - Depth from 10 feet to
12 feet . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 each @
$ 200.00 ( Two hundred dollars. ) $ 600.00
7. Manholes, Complete in Place - Depth from 12 feet to
14 feet . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 each @
$ 220.00 ( Two hundred twenty dollars. ) $ 220.00
P-3
8. Manhole, Complete in Place - Depth from 14 feet to
16 feet . . . . . . . . . . . . . . . . . . . . . . • , . . . 1 each @
$24Q.O2_ (Two hundred forty Jol ar 4. ) $�1 X00
9. Manhole, , Complete in Place - Depth from 16 feet to
18 feet . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 each @
$260.00 (Two hundred sixty dollars. ) $260.00
10. Manholes, Complete in Place - Depth from 18 feet to
20 feet . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 each @
$300.00 (Three hundred dollars. ) $900.00
11. Drop Manhole, Complete in Place, No.. ,1129. , e ' . . . .
Sta. 16+70 (Trunk C) Lump Sum @
$200.00 (Two hundred dollars. ) $ 200.00
12. Drop Manhole, Complete in Place, No. 1144
Sta. 29+52. 1 (Trunk D) . . . . . . . . . . . . . . . . . . . . . . . . . Lump Sum @
$280.00 (Two hundred eighty dollars. ) $280.00
13. 8-Inch V. C. P. , C-200 . . . . . . . . . . . . . . . . . . . . . . . . . . . 8, 620 lin.ft. @
$1 _)IA.1,10 ( One einilar forty Haight cents
14. 6-Inch V. C. P. , C-200 . . . . . . . . . . . . . . . . . . . . . . . . . . . 130 lin. ft. @
��9�
$1.23 ( One dallar twenty three cents )
15. 6-Inch Wye Junction on 8-Inch Pipe . . . . . . . . . . . . . . . . 90 each @
$ 5,50 _ (Five dollars fifty cent ) $495.00
16. 6-Inch Pipe Special . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25 each @
$x.00 (Five dollars. ) $125.00
17. 10-Inch Pipe Stub in Manhole . . . . . . . . . . . . . . . . . . . . . . 1 each @
' $5.00 (Five dollars. ) $ 5.00
P-4
18. 8-Inch Pipe Stub in Manhole . . . . . . . . . . . . . . . . . . . . . . . 6 each @
'
$5.00 (Five dollars. ) $30.00
19. Crushed Rock for Subgrade Replacement . . . . . . . . . . . 5 cu. yd. @
$3.00 (Three dollars. ) $15.00
20. Granular Fill . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100 cu. yd. @
,. $3.00 Three dollars. ) $300-00
21. Class B Concrete . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25 cu.yd. @
$15-00 (Fifteen dollars. ) $375.00
22. Class C Concrete . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 200 cu. yd. @
$13.00 (Thirteen dollars. ) $2,600.00
r 23. Lumber Ordered Left in Trench . . . . . . . . . . . . . . . . 0. 5 mfbm @
$0.25 (Tvienty five cents. ) $125.00
24. Removal and Replacement of Asphaltic Pavement . . . . 30 sq.yd. @
$5.50 ( Five dollars fifty cents. ) $165.00
25. Removal and Replacement of Concrete Curb . . . . . . . . 5 lin. ft. @
$10.00 (Ten dollars . ) $50,06
Total Bid $ 68,162.50
t
P-5
r
i® BID BOND
i
KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned,
Alvin Ar
as Principal, and
,nn Construction Company -.� P
I
Western Casualty & Surety Co. Fort Scott, as Surety, are
Kansas
hereby held and firmly bound unto the City of Jefferson, Missouri, as
Owner in the penal sum of Five (5/L Per_Cent of the total amount of the contract
price
for the payment of which, well and truly to be made, we hereby jointly and
severally bind ourselves, our heirs, executors, administrators, successors
and assigns.
r
Signed, this 3rd day of August 1964.
The condition of the above obligation is such that whereas the
Principal has submitted to the City of Jefferson, Missouri, a certain Bid,
attached hereto and hereby made a part hereof to enter into a contract in
writing, for the construction of a Sanitary Trunk Sewer in the Moreau River
Watershed.
NOW, THEREFORE,
(a) If said Bid shall be rejected, or in the alternate,
(b) If said Bid shall be accepted ted and the Principal shall execute
and deliver a contract in the Form of Contract attached
hereto (properly completed in accordance with said Bid)
and shall furnish a bond for his faithful performance of said
contract, and for the payment of all persons performing
labor or furnishing materials in connection therewith, and
shall in all other respects perform the agreement created
by the acceptance of said Bid,
then this obligation shall be void, otherwise the same shall remain in force
and effect; it being expressly understood and agreed that the liability of the
BB -1
Surety for any and all claims hereunder shall, in no event, exceed the penal
amount of this obligation as herein stated.
The Surety, for value received, hereby stipulates and agrees that
the obligations of said Surety and its bond shall be in no way impaired or
affected by any extension of the time within which the Owner may accept
such Bid; and said Surety does hereby waive notice of any such extension.
IN WITNESS WHEREOF, the Principal and the Surety have hereunto
set their hands and seals, and such of them as are corporations have caused
their corporate seals to be hereto affixed and these presents to be signed
by their proper officers, the day and year.first set forth above.
Alvin Brunner Construction Co. (L. S. )
Principal
Western Casualty & Surety Company
p y
Surety
A torney-in-fact
. SEAL
BB-2
_, �• ��,-..—..�.�.._..�-.. ...�..._.....�..�.�_...,r....}� � !'•�4.-.......r......»�.�.w�.�.�w...��..�_..-�.....�-. ./"air_f
POWER OF ATTORNEY
The Western Casualty and Surety Company
HOME OFFICE—FORT SCOTT, KANSAS
KNOW ALL MEN BY THESE PRESENTSt That THE WESTERN CASUALTY AND SURETY COMPANY, of Fort Scott, Kansas,
a corporation of the State of Kansas,having Its principal office In the city of Fort Scott, Kansas,pursuant to the following By-Law,
which was adopted by the Stockholders of the said Company on December 2, 1953, to-wits
`Section 27. RESIDENT OFFICERS AND ATTORNEYS-IN-FACT. The president,any vice president or the secretary shall have
power and authority fo appoint resident vIre presidents, resident assistant secretorles and atto►neys-in-foci, and to give such op-
pointec,' full power and authority to make, execute and deliver In the name and on behalf of the corporation, bonds, recognizances,
contracts of Indemnity and other undertakings and writings of obligatory nature, and to affix thereto the corporate seal of the corpo-
ration. The president , any vice president or the secretary shall also have power of any time to remove and revoke the authority of
any such appointee.
does hereby nominate, constitute and appoint Russell L. Wren, of the City of Jefferson City, State
of Missouri.
Its true and lawful agent(s) and Attorney(s)-In-Fact, to make, execute, seal and deliver for and on Its behalf, as Surety,and as Its
act and deed:
Any and all bonds and undertakings..
A-KT a execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Company, as
fully and amply, to all intents and purposes, as if they had been duty executed and acknowledged by the regularly elected officers
of the Company at its offices in Fort Scott, State of Kansas, in their own proper persons.
All authority hereby conferred shall remain in full force and effect until terminated by the Company.
IN WITNESS WHEREOF, THE WESTERN CASUALTY AND SURETY COMPANY has caused these presents to be signed by Its
Vice-President,and its corporate seal to be hereunto affixed this........21st.....................day of............June, 19...,
(SEAL) THE WESTERN CASUALTY AND SURETY COMPANY
By.........K. H•. Mead &/
t STATE OF KANSAS
COUNTY OF BOURBON 33 Vice—President
On this........21st day of................ ................
June , A. D., 19....6a., before the subscriber, a Notary Public In the State of
K. H. Mead, Vice-President of
Kansas in and for the County of Bourbon duly commissioned and qualified, come...........................................................I........,.......
THE WESTERN CASUALTY AND SURETY COMPANY, of Fort Scott, Kansas to me personally known to be the Individual and offi-
cer described in,and who executed the preceding instrument,and he acknowledged the execution of the same,and being by me duly
sworn, deposeth and saith, that he Is the officer of the Company aforesaid, and that the seal affixed to the preceding instrument is
the corporate seal of said Company,and the said corporate seal and his signature as officer were duly affixed and subscribed to the
said instrument by the authority and direction of the said Company,and that By-Law,Section 27,adopted by the Stockholders of said
Company, referred to in the preceding instrument, is now in force.
IN TESTIMONY WHEREOF, I havehereunto set my hand and affixed by official seal at the City of Fort Scott, the day and year
first above written. p /
cam Ission expires. January.�°J�...1964...................................................E....H.'...Morris...�s.�..
�SEAL� Notary Public.
I . ..................T 1QRPA;.7...(!I.,,,((1:',yhx!.w,,,,,,,,,,,......,,,,,,,,.Assistant Secretary of THE WESTERN CASUALTY AND SURETY COMPANY,
do hereby certify that the above and foregoing Is a true and correct copy of a power of attorney executed by sold THE WESTERN
' CASUALTY AND SURETY COMPANY, which is still in full force and effect.
IN WITNESS WHEREOF, I have signed this certificate at Fort Scott, Kansas, this................... .ra........................................day of
.........A..Ug uAt..................................... 19..6.4... `
' 1lTY A
Assistant Secretary.
i
CORPORA
SEAL
h �b
(�. ��n•A FS 5787 i, x
CONTRACT
THIS AGREEMENT, made this day of
1964, by and between the City of Jefferson, Missouri, acting herein through
its Mayor, hereinafter called "Owner" and *
an individual doing business as a partnership, a
® corporation of the City of > > County of
and State of hereinafter called "Contractor".
® WITNESSETH: That for and in consideration of the payments and
agreements hereinafter mentioned, to be made and performed by the OWNER,
the CONTRACTOR hereby agrees with the OWNER to commence and complete
the construction described as follows:
Construction of a Sanitary Trunk Sewer in the
Moreau River Watershed
hereinafter called the project, for the sum of,C� ,("�v�'�.•�
-56
uAiri" ZLI /" Dollars ($ a -�/el"9, ---� )
and all extra wor in connection therewith, under the terms as stated in the
General and Special Conditions of the Contract; and at his (its or their) own
proper cost and expense to furnish all the materials, supplies, machinery,
equipment, tools, superintendence, labor, insurance, and other accessories
and services necessary to complete the said project in accordance with the
conditions and prices stated in the Proposal, the General Conditions, Supple-
mental General Conditions and Special Conditions of the Contract, the plans,
which include all maps, plats, blue prints, and other drawings and printed
or written explanatory matter thereof, the specifications and contract docu-
ments therefor as prepared by Horner & Shifrin, Consulting Engineers,
herein entitled the Engineer, and as stated in Section 1 of the General Con-
ditions, all of which are made a part hereof and collectively evidence and
constitute the contract.
The Contractor hereby agrees to commence work under this contract
on or before a date to be specified in a written "Notice to Proceed" of the
Owner and to fully complete the project within one hundred (100) consecutive
calendar days thereafter. The Contractor further agrees to pay, as liquidated
C-1
damages, the sum of Fifty Dollars ($50. 00) for each consecutive calendar
day thereafter as hereinafter provided in Section 17 of the General Conditions.
The OWNER agrees to pay the CONTRACTOR in current funds for
the performance of the contract, subject to additions and deductions, as
provided in the General Conditions of the Contract, and to make payments
on account thereof as provided in Section 23, "Payments to Contractor",
of the General Conditions.
IN WITNESS WHEREOF, the parties to these presents have executed
this contract in six (6) counterparts, each of which shall be deemed an
® original, in the year and day first above mentioned.
®
(SEAL) �l i �' Of J-1rfA--XPSa 11415so00-r
(Owner)
ATTEST ..
Iq 01g
B \
Were
(Witness)
• p/L-)�I✓ ``�'W",i�.LSI� �incJ�+'/✓t� Q� l Q I GL�
f�LV!!t/ �KuivN� �'n�S7IL�cICT/0/✓�M�/!�rV
(SEAL) (Contractor)
B
/ //v Otis 7-o" /d c /1✓e.w4l ac
rr,c 7os o T 114 'ssa✓.e
(Witness) (Address)
Strike out inapplicable terms. Secretary of the Owner should attest. If
Contractor is corporation, Secretary should attest. Give proper title of
each person executing contract.
C-2
PERFORMANCE-PAYMENT BOND
(To be used in Missouri as required by Missouri Statutes, 1949, Sec. 107.170 Vernon's
Missouri Statutes Annotated)
THE STATE OF MISSOURI
COUNTY OF
o14_7)n/ VV,-.L-&14 �����
KNOW ALL MEN BY THESE PRESENTS: That we (1) q, V,,,l �X'Un�N�t� Gl�NS7��CT�oIJ 6PA-tp4,yY
(2) /li✓ iN V 1 v,i 0,u 4— of 114 1_Z;0 e
hereinafter called Principal and (3) W4___e7Zje,1 C.iISU'i],LT•Y 41-vl> ;�,e_-rr L-tM001171rY
of 614; 15(f07 r , State of A�►" s n s , hereinafter
called the Surety, are held and firmly bound unto (4) TI/4- Li? Y 6r=
cJL� Sv.� /1��/SSa.�lZ
/, , hereinafter called Owner, and until all persons,
firms, and corpo ations who may furnish materials for, or perform labor upon the
building or improvements hereinafter referred to in the penal sum of�.Sx,r
f�eN�vo,^e.0 ivh lf,,c,r wo 46 ,7w,. Dollars ($ s61 ) in lawful money of the United
States, to be paid in 5 for the payment of which sum well and,
truly to be made,we bind ourselves, our heirs, executors, administrators and suc-
cessors, jointly and severally, firmly by these presents .
THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal enters into
a certain agreement with (6) C ,-r Y or /yjr s-sv,i,e,'
the Owner, dated the If day of sr , A.D. 196,Y_.., a copy of which
is hereto attached and made a part hereof for the construction of
-F2C_JN,� Si:,A/,(=72 ro ,e rilz i40retyro /:kL1x— (,vq-r-,C),s 11L j> /w �j�F.=e�2soF✓
C' i-r Y/ 1141S5eiLlov_ i
herein sometimes called the "Project".
NOW, THEREFORE, if the said Principal shall well and truly perform and complete
said project in strict accordance with said Agreement, Information for Bidders, Pro-
posal, Plans and Specifications, and related documents, shall pay as they become due
all just claims for work or labor performed and materials furnished in connection with
said Agreement, including all amounts due for materials, lubricants, oil, gasoline,
grain, hay, food, coal and coke, repairs on machinery, groceries and food stuffs,
equipment and tools, consumed or used in connection with the construction of such
work, and all insurance premiums, both compensation and all other kinds of insurance,
on said work, and for all labor, performed in such work whether by subcontractor or
otherwise, and shall defend, indemnify and save harmless said Owner against any and
every kind, including patent infringement claims except as otherwise provided in said
specifications and other contract documents arising out of or in relation to the
performance of said work and the provisions of said Agreement, then these presents ;
shall be void; otherwise they shall remain in full force and effect. This obligation
is made for the use of said Owner and also for the use and benefit of all persons who
may perform any work or labor or furnish any material in the execution of said Agree-
ment and may be sued on thereby in the name of said Owner.
1
._--� '�" ,,,.• .mot
PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall
lie in C_IkG County, State of Missouri and that the said surety, for
value received hereby stipulates and agrees that no change, extension of time, alter-
ation or addition to the terms of the contract or to the work to be performed
thereunder or the specifications accompanying the same shall in any wise affect its
obligation of this bond, and it does hereby waive notice of any such change extension
of time, alteration or addition to the terms of the contract or to the work or to the
specifications.
PROVIDED FURTHER, that no final settlement between the Owner and the Contractor
shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied.
INWITNESS WHEREOF, this instrument is executed in counterparts, each one
of which shall be deemed an original, this the /I' day of jlu 6r✓si ,
A.D. 19�y .
ATTEST: Jt 71 n/ Vt/4 Lsfl
�1�-J�n/ 13�J�N�.� ��N572.u[Ta�✓CoMPf1rY
Principal
/�T HC Ci.saq�2.�
Principal Secretary By
(SEAL)
�,1�F��1�5 ai✓ C T Y /N isseue i
(Address)
Witness as to Principal
�Acldress)_
®
ATTEST: CgSil.7A_TY /1-0
® C.e�MPn rvY ar Fzr cSCt7TT, �,�.,5
Surety
S511 re Attorney-in-Fact
Surety Secretary /►1�1 o Aso„/ S`I R t.,k
(SEAL) , FFtJeSoid C 177 M/SS.00e
(Address) .
Witness as to Surety
i Addre s
NOTE: Date of Bond must not be prior to date of Contract
(1) Correct name of Contractor
(2 A Corporation, a Partnership or an Individual, as case may be
(3 Correct name of Surety
(4 Correct name of Owner
' 5 County and State
6 Owner
7 If Contractor is Partnership, all partners should execute bond.
POWER OF ATTORNEY
The Western Casualty and Surety Company
HOME OFFICE—FORT SCOTT, KANSAS
KNOW ALL MEN BY THESE PRESENTS: That THE WESTERN CASUALTY AND SURETY COMPANY, of Fort Scott, Kansas,
a corporation of the State of Kansas,having Its principal office in the city of Fort Scott, Kansas,pursuant to the following By-Law,
whieh was adopted by the Stockholders of the said Company on December 2, 1953, to-wits
"Section 27. RESIDENT OFFICERS AND ATTORNEYS-IN-FACT, The president,any vice president orthe secretary shall have
power and authority to appoint resident vice presidents, resident assistant secretaries and attorneys-in-fact, and to give such ap-
pointees full power and authority to make, execute and deliver in the name and on behalf of the corporation, bonds, recognizances,
contracts of Indemnity and other undertakings and writings of obligatory nature, and to affix thereto the corporate seal of the corpo-
ration. The president , any vice president or the secretary shall also have power at any time to remove and revoke the authority of
any such appointee.
does hereby nominate, constitute and appoint Russell L. Wren, of the City of Jefferson City, State
of Missouri.
Its true and lawful agents) and Attorney(s)-in-Fact, to make, execute, seal and deliver for and on Its behalf, as Surety,and as Its
act and deed:
Any and all bonds and undertakings..
A?tTt a execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Company, as
ffully and amply, to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected officers
of the Company at its offices in Fort Scott, State of Kansas, in their own proper persons.
All authority hereby conferred shall remain in full force and effect until terminated by the Company.
IN WITNESS WHEREOF, THE WESTERN CASUALTY AND SURETY COMPANY has caused these presents to be signed by its
Vice-President,and its corporate seal to be hereunto affixed this.........21st.....................day of...........June...............................,19... . . hl
(SEAL) THE WESTERN CASUALTY AND SURETY COMPANY
By.........K....H. Mead...
............ ............................................
STATE OF KANSAS
COUNTY OF BOURBON ss Vice–President
On this..... 21st June 61
day of................................................. A. D., 19..........., before the subscriber, a Notary Public in the State of
adn
Kansas in and for the County of Bourbon duly commissioned and qualified, came.....K........H..............Me......,........Vice........-..Preside. .. ......t........of
THE WESTERN CASUALTY AND SURETY COMPANY, of Fort Scott, Kansas to me personally known to be the individual and offi-
cer described in,and who executed the preceding instrument,and he acknowledged the execution of the same,and being by me duly
sworn, deposeth and saith, that he is the officer of the Company aforesaid, and that the seal affixed to the preceding Instrument is
the corporate seal of said Company,and the said corporate seal and his signature as officer were duly affixed and subscribed to the
said instrument by the authority and direction of the said Company,and that By-Law,Section 27,adopted by the Stockholders of said
Company, referred to In the preceding instrument, Is now in force.
IN TESTIMONY WHEREOF, I havehereunto set my hand and affixed by official seal at the City of Fort Scott, the day and year
first above written.
com fission expires......JanuarY 15 1964 E. H. Morris../s/
..................... y
S�EAL� Notar Public.
I ,,,,,,,,,,,,,,,,,,,,,VAgvAs...M,...M8yh,P.N..,,,,,,,,,,,,,,,,,,,,,,,Assistant Secretary of THE WESTERN CASUALTY AND SURETY COMPANY,
do hereby certify that the above and foregoing isa true and correct copy of a power of attorney executed by said THE WESTERN
CASUALTY AND SURETY COMPANY, which is still in full force and effect. / 1/
IN ESS WHERE F, 1 have signed this certificate of Fort Scott, Kansas, this.......1...�.. `.. y
g �f..........................................da of
.. ..��r�:� K.........................
�S�► t AND Jp I ` .
Assistant Secretary.
CORPORATE
SEAL
Wy � cti. a
Stoll,
FORM FS 5787
GENERAL CONDITIONS
1. CONTRACT AND CONTRACT DOCUMENTS:
The Plans, Specifications and Addenda shall form part of this Con-
tract and the provisions thereof shall be as binding upon the parties hereto
as if they were herein fully set forth. The table of contents, titles, headings,
running headlines and marginal notes contained herein and in said documents
are solely to facilitate reference to various provisions of the Contract
Documents and in no way affect, limit or cast light on the interpretation of
the provisions to which they refer.
2. DEFINITIONS:
The following terms as used in this contract are respectively de-
fined as follows:
(a) "Contractor". A person, firm or corporation with whom the
Contract is made by the Owner.
(b) "Subcontractor". A person, firm or corporation supplying
labor and materials or only labor for work at the site of the project for,
and under separate contract or agreement with, the Contractor.
(c) "Work on (at) the project". Work to be performed at the loca-
tion of the project, including the transportation of materials and supplies
to or from the location of the project by employees of the Contractor and
any Subcontractor.
3. SHOP OR SETTING DRAWINGS:
The Contractor shall submit promptly to the Engineer two copies
of each shop or setting drawing required. After examination of such
drawings by the Engineer and the return thereof, the Contractor shall
make such corrections to the drawings as have been indicated and shall
furnish the Engineer with two corrected copies. If requested by the
Engineer, the Contractor must furnish additional copies. Regardless of
corrections made in or approval given to such drawings by the Engineer
the Contractor will nevertheless be responsible for the accuracy of such
drawings and for their conformity to the Plans and Specifications, unless
he notifies the Engineer in writing of any deviations at the time he furnishes
such drawings.
1
GC-1
4. MATERIALS, SERVICES AND FACILITIES:
(a) It is understood that except as otherwise specifically stated in
the Contract Documents, the Contractor shall provide and pay for all
materials, labor, tools, equipment, water, light, power, transportation,
superintendence, temporary construction of every nature, and all other
services and facilities of every nature whatsoever necessary to execute,
complete, and deliver the work within the specified time.
(b) Any work necessary to be performed after regular working
hours, on Sundays or Legal Holidays, shall be performed without addi-
tional expense to the Owner.
5. CONTRACTOR'S TITLE TO MATERIALS:
No materials or supplies for the work shall be purchased by the
Contractor or by any subcontractor subject to any chattel mortgage or
under a conditional sale contract or other agreement by which an interest
is retained by the seller. The Contractor warrants that he has good title
to all materials and supplies used by him in the work, free from all liens.,
claims or encumbrances.
6. INSPECTION AND TESTING OF MATERIALS:
(a) All materials and equipment used in the construction of the
project shall be subject to adequate inspection and testing in accordance
with accepted standards. The laboratory or inspection agency shall be
selected by the Owner. The Owner will pay for all laboratory inspection
service direct, and not as a part of the Contract, with the exception that
the bid price for pipe and for brick structures includes certification that
the pipe supplied has been tested to prove conformance with ASTM Specifi-
cations.
(b) Materials of construction, particularly those upon which the
strength and durability of the structure may depend, shall be subject to
inspection and testing to establish conformance with specifications and
suitability for uses intended.
7. "OR EQUAL" CLAUSE:
Whenever a material or article required is specified or shown on
the plans by using the name of the proprietary product or of a particular
manufacturer or vendor, any material or article which will perform ade-
quately the duties imposed by the general design will be considered equal
and satisfactory providing the material or article so proposed is of equal
substance and function in the Engineer's opinion. It shall not be purchased
or installed without his written approval.
GC-2
MR
8. PATENTS:
(a) The Contractor shall hold and save the Owner and its officers,
agents, servants, and employees harmless from liability of any nature or
kind, including cost and expenses for, or on account of, any patented or
unpatented invention, process, article, or appliance manufactured or used
in the performance of the contract, including its use by the Owner, unless
otherwise specifically stipulated in the Contract Documents.
(b) License or Royalty Fees: License and/or Royalty Fees for the
use of a process which is authorized by the Owner of the project must be
reasonable, and paid to the holder of the patent, or his authorized licensee,
direct by the Owner and not by or through the Contractor.
(c) If the Contractor uses any design, device or materials covered
by letters, patent or copyright, he shall provide for such use by suitable
agreement with the Owner of such patented or copyrighted design, device
or material. It is mutually agreed and understood, that, without exception,
the contract prices shall include all royalties or costs arising from the use
of such design, device or materials, in any way involved in the work. The
Contractor and/or his Sureties shall indemnify and save harmless the Owner
of the project from any and all claims for infringement by reason of the use
of such patented or copyrighted design, device or materials or any trade-
mark or copyright in connection with work agreed to be performed under
this contract, and shall indemnify the Owner for any cost, , expense or dam-
age which it may be obliged to pay by reason of such infringement at any
time during the prosecution of the work or after completion of the work.
9. SURVEYS, PERMITS AND REGULATIONS:
Unless otherwise expressly provided for in the Specifications, the
Owner will furnish to the Contractor all surveys necessary for the execu-
tion of the work.
The Contractor shall procure and pay for all permits licenses and
approvals necessary for the execution of his contract, with the exceptions
stated in the Special Conditions.
The Contractor shall comply with all laws, ordinances, rules,
orders, and regulations relating to the performance of the work, the pro-
tection of adjacent property, and the maintenance of passageways, guard
fences or other protective facilities.
10. CONTRACTOR'S OBLIGATIONS:
The Contractor shall and will, in good workmanlike manner, do
and perform all work and furnish all supplies and materials, machinery,
1
GC-3
i
equipment, facilities and means, except as herein otherwise expressly
specified, necessary or proper to perform and complete all the work re-
quired by this Contract, within the time herein specified, in accordance
with the provisions of this Contract and said specifications and in accord-
ance with the plans and drawings covered by this Contract and any and all
supplemental plans and drawings, and in accordance with the directions
of the Engineer as given from time to time during the progress of the
work. He shall furnish, erect, maintain and remove such construction
plant and such temporary works as may be required. The Contractor shall
observe, comply with, and be subject to all terms, conditions, require-
ments, and limitations of the Contract and specifications, and shall do,
carry on, and complete the entire work to the satisfaction of the Engineer
and the Owner.
11. WEATHER CONDITIONS:
In the event of temporary suspension of work, or during-inclement
weather, or whenever the Engineer shall direct, the Contractor will, and
will cause his subcontractors to protect carefully his and their work and
materials against damage or injury from the weather. If, in the opinion
z! of the Engineer, any work or materials shall have been damaged or injured
by reason of failure on the part of the Contractor or any of his subcontractors
so to protect his work, such materials shall be removed and replaced at the
expense of the Contractor.
12. PROTECTION OF WORK AND PROPERTY - EMERGENCY:
The Contractor shall at all times safely guard the Owner's property
from injury or loss in connection with this Contract. He shall at all times
safely guard and protect his own work, and that of adjacent property, from
damage, The Contractor shall replace or make good any such damage, loss
or injury unless such be caused directly by errors contained in the.Con-
tract or by the Owner, or his duly authorized representatives.
In case of an emergency which threatens loss or injury of property,
and/or safety of life, the Contractor will be allowed to act, without previous
'instructions from the Engineer, in a diligent manner. He shall notify the
Engineer immediately thereafter. Any claim for compensation by the Con-
tractor due to such extra work shall be promptly submitted to the Engineer
for approval.
Where the Contractor has not taken action but has notified the
Engineer of an emergency threatening injury to persons or damage to the
work or any adjoining property, he shall act as instructed or authorized
by the Engineer.
GC-4
The amount of reimbursement claimed by the Contractor on account
of any emergency action shall be determined in the manner provided in
Section 15 of the General Conditions.
13. REPORTS, RECORDS AND DATA:
The Contractor shall submit to the Owner such schedule of quantities
and costs, progress schedules, payrolls, reports, estimates, records and
other data as the Owner may request concerning work performed or to be
performed under this Contract.
1 14. SUPERINTENDENCE BY CONTRACTOR:
At the site of the work the Contractor shall employ a construction
superintendent or foreman who shall have full authority to act for the Con-
tractor. It is understood that such representative shall be acceptable to
the Engineer and shall be one who can be continued in that capacity.for the
particular job involved unless he ceases to be on the Contractor's payroll.
15. CHANGES IN WORK:
No changes in the work covered by the approved Contract Documents
shall be made without having prior written approval of the Owner. Charges
or credits for the work covered by the approved change shall be determined
by one or more, or a combination of the following methods:
a. Unit bid prices previously approved.
b. An agreed lump sum.
c. The actual cost of:
(1) Labor, including foremen;
(2) Materials entering permanently into the work;
(3) The ownership or rental cost of construction plant and
equipment during the time of use on the extra work;
(4) Power and consumable supplies for the operation of
power equipment;
(5) Insurance;
(6) Social Security and old age and unemployment
contributions.
To the cost under (c) there shall be added a fixed fee to be agreed
upon but not to exceed fifteen per cent (1576) of the estimated cost of the
work. The fee shall be compensation to cover the cost of supervision,
overhead, bond, profit and any other general expenses.
' GC-5
16. EXTRAS:
Without invalidating the Contract, the Owner may order extra work
or make changes by altering, adding to or deducting from the work, the
contract sum being adjusted accordingly, and the consent of the Surety
being first obtained where necessary or desirable. All the work of the
kind bid upon shall be paid for at the price stipulated in the proposal, and
no claims for any extra work or materials shall be allowed unless the work
is ordered in writing by the Owner or its Engineer, acting officially for the
Owner, and the price is stated in such order.
17. TIME FOR COMPLETION AND LIQUIDATED DAMAGES:
- It is hereby understood and mutually agreed, by and between the
Contractor and the Owner, that the date of beginning and the time for com-
pletion as specified in the Contract of the work to be done hereunder are
ESSENTIAL CONDITIONS of this Contract; and it is further mutually under-
stood and agreed that the work embraced in this Contract shall be commenced
on a date to be specified in the work order.
The Contractor agrees that said work shall be prosecuted regularly,
diligently, and uninterruptedly at such rate of progress as will ensure full
completion thereof within the time specified. It is expressly understood
and agreed, by and between the Contractor and the Owner, that the time
for the completion of the work described herein is a reasonable time for
the completion of the same, taking into consideration the average climatic
range and usual industrial conditions prevailing in this locality.
If the said Contractor shall neglect, fail or refuse to complete the
work within the time herein specified, or any proper extension thereof
granted by the Owner, then the Contractor does hereby agree, as a part
consideration for the awarding of this Contract, to pay to the Owner the,
amount specified in the Contract, not as a penalty but as liquidated dam-
ages for such breach of contract as hereinafter set forth, for each and
every calendar day that the Contractor shall be in default after the time
stipulated in the Contract for completing the work.
The said amount is fixed and agreed upon by and between the Con-
tractor and the Owner because of the impracticability and extreme difficulty
of fixing and ascertaining the actual damages the Owner would in such event
sustain, and said amount is agreed to be the amount of damages which the
Owner would sustain and said amount shall be retained from time to time
by the Owner from current periodical estimates.
' It is further agreed that time is of the essence of each and every
portion of this Contract and of the specifications wherein a definite and
GC-6
certain length of time is fixed for the performance of any act whatsoever;
and where under the Contract an additional time is allowed for the comple-
tion of any work, the new time limit fixed by such extension shall be of the
essence of this Contract. Provided, That the Contractor shall not be
charged with liquidated damages or any excess cost when the delay in
completion of the work is due:
(a) To any preference, priority or allocation order duly issued by
the Government;
(b) To unforeseeable cause beyond the control and without the fault
or negligence of the Contractor, including, but not restricted to, acts of
God, or of the public enemy, acts of the Owner, acts of another contractor
in the performance of a contract with the Owner, fires, floods, epidemics,
quarantine restrictions, strikes, freight embargoes, and unusually severe
weather; and
(c) To any delays of subcontractors or suppliers occasioned by any
of the causes specified in subsections (a) and (b) of this article:
Provided, Further, that the Contractor shall, within ten (10) days
from the beginning of such delay, unless the Owner shall grant a further
period of time prior to the date of final settlement of the Contract, notify
the Owner, in writing, of the causes of the delay, who shall ascertain the
facts and extent of the delay and notify the Contractor within a reasonable
time of its decision in the matter.
18. CORRECTION OF WORK:
All work, all materials, whether incorporated in the work or not,
all processes of manufacture, and all methods of construction shall be at
all times and places subject to the inspection of the Engineer who shall be
the final judge of the quality and suitability of the work, materials, pro-
cesses of manufacture, and methods of construction for the purposes for
which they are used. Should they fail to meet his approval they shall be
for reconstructed, made good, replaced and/or corrected, as the
case may be, by the Contractor at his own expense. Rejected material
shall immediately be removed from the site. If, in the opinion of the
Engineer, it is undesirable to replace any defective or damaged materials
or to reconstruct or correct any portion of the work injured or not per-
formed in accordance with the Contract Documents, the compensation to
be paid to the Contractor hereunder shall be reduced by such amount as
in the judgment of the Engineer shall be equitable.
GC-7
19. ' SUBSURFACE CONDITIONS FOUND DIFFERENT;
Should the Contractor encounter subsurface and/or latent conditions
at the site materially differing from those shown on the plans or indicated
in the specifications, he shall immediately give notice to the Engineer of
such conditions before they are disturbed. The Engineer will thereupon
promptly investigate the conditions, and if he finds that they materially differ
from those shown on the plans or indicated in the specifications, he will at
once make such changes in the plans and/or specifications as he may find
necessary, any increase or decrease of cost resulting from such changes
® to be adjusted in the manner provided in Section 15 of the General Conditions.
1� 20. CLAIMS FOR EXTRA COSTS:
No claim for extra work or cost shall be allowed unless the same
was done in pursuance of a written order of the Engineer approved by the
owner, as aforesaid, and the claim presented with the first estimate after
r the changed or extra work is done. When work is performed under the terms
of Settion 15(c) of the General Conditions, the Contractor shall furnish sat-
isfactory bills, payrolls and vouchers covering all items of cost and when
requested by the Owner, give the Owner access to accounts relating thereto.
21. RIGHT OF THE OWNER TO TERMINATE CONTRACT:
In the event that 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, such notices to contain the reasons for such intention to
terminate the Contract, and unless within ten (10) days after the serving
of such notice upon the Contractor, such violation or delay shall cease and
satisfactory arrangement of correction be made, the Contract shall, upon
the expiration of said ten (10) days, cease and terminate. In the event of
1 any 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; provided, however, that if the Surety does
not commence performance thereof within ten (10) days from the date of
the mailing to such Surety of notice of termination, the Owner may take
over the work and prosecute the same to completion by Contract..or by force
account for the account and at the expense of the Contractor and the Con-
tractor 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
1 possession of and utilize in completing the work, such materials, appliances,
and plant as may be on the site of the work and necessary therefor.
. GC-8
22. CONSTRUCTION SCHEDULE AND PERIODIC ESTIMATES:
Immediately after execution and delivery of the Contract, and before
the first partial payment is made, the Contractor shall deliver to the Owner
an estimated construction progress schedule in form satisfactory to the
Owner, showing the proposed dates of commencement and completion of
each of the various subdivisions of work required under the Contract Docu-
ments and the anticipated amount of each monthly payment that will become
due the Contractor in accordance with the progress schedule. The Con-
tractor shall also furnish on forms to be supplied by the Owner (a) a detailed
estimate giving a complete breakdown of the contract price and (b) periodic
itemized estimates of work done for the purpose of making partial payments
thereon. The costs employed in making up any of these schedules will be
used only for determining the basis of partial payments and will not be
considered as fixing a basis for additions to or deductions from the con-
tract price.
23. PAYMENTS TO CONTRACTOR:
(a) Not later than the 15th day of each calendar month the Owner
shall make a progress payment to the Contractor on the basis of a duly
certified and approved estimate of the work performed during the preceding
calendar month under this Contract, but to ensure the proper performance
of this Contract, the Owner shall retain ten per cent (1016) of the amount
of each estimate until final completion and acceptance of all work covered
by this Contract: provided, that the Owner at any time after fifty per cent
(50%) of the work has been completed, if it finds that satisfactory progress
is being made, may make any of the remaining progress payments in full:
provided, further, that on completion and acceptance of each separate
building, public work, or other division of the Contract, on which the price
is stated separately in the Contract, payment may be made in full, includ-
ing retained percentages thereon, less authorized deductions.
(b) In preparing estimates the material delivered on the site and
preparatory work done may be taken into consideration.
(c) All material and work covered by partial payments made shall
thereupon become the sole property of the Owner, but this provision shall
not be construed as relieving the Contractor from the sole responsibility
for the care and protection of materials and work upon which payments have
been made or the restoration of any damaged work, or as a waiver of the
right of the Owner to require the fulfillment of all of the terms of the
Contract.
e (d) Owner's Right to Withhold Certain Amounts and Make Application
Thereof: The Contractor agrees that he will indemnify and save the Owner
GC-9
1
harmless from all claims growing out of the lawful demands of subcontractors,
laborers, workmen, mechanics, materialmen, and furnishers of machinery
and parts thereof, equipment, power tools, and all supplies, including com-
missary, incurred in the furtherance of the performance of this Contract.
The Contractor shall, at the Owner's request, furnish satisfactory evidence
that all obligations of the nature hereinabove designated have been paid,
discharged, or waived. If the Contractor fails so to do, then the Owner
may, after having served written notice on the said Contractor, either pay
unpaid bills, of which the Owner has written notice, direct, or withhold
from the Contractor's unpaid compensation a sum of money deemed reason-
ably sufficient to pay any and all such lawful claims until satisfactory
evidence is furnished that all liabilities have been fully discharged whereupon
payment to the Contractor shall be resumed, in accordance with the terms
of this Contract, but in no event shall the provisions of this sentence be
1 construed to impose any obligations upon the Owner to either the Contractor
or his Surety. In paying any unpaid bills of the Contractor, the Owner shall
be deemed the agent of the Contractor, and any payment so made by the
Owner, shall be considered as a payment made under the Contract by the
Owner to the Contractor and the Owner shall not be liable to the Contractor
for any such payment made in good faith.
24. ACCEPTANCE OF FINAL PAYMENT AS RELEASE:
The acceptance of the Contractor of final payment shall be and shall
operate as a release to the Owner of all claims and all liability to the Con-
tractor for all things done or furnished in connection with this work and for
every act and neglect of the Owner and others relating to or arising out of
this work. No payment, however, final or otherwise, shall operate to re-
lease the Contractor or his sureties from any obligations under this Con-
tract or the performance and payment bond.
25. PAYMENTS BY CONTRACTOR:
The Contractor shall pay (a) for all transportation and utility
services not later than the 20th day of the calendar month following that
in which services are rendered, (b) for all materials, tools, and other
expendable equipment to the extent of 90 per cent (9076) of the cost thereof,
not later than the 20th day of the calendar month following that in which
such materials, tools, and equipment are delivered at the site of the
project, and the balance of the cost thereof not later than the 30th day
' following the completion of that part of the work in or on which such
materials, tools, and equipment are incorporated or used, and (c) to
each of his subcontractors, not later than the 5th day following each pay-
' ment to the Contractor, the respective amounts allowed the Contractor
on account of the work performed by his subcontractors to the extent of
each subcontractor's interest therein.
' GC-10
26. CONTRACTORS' AND SUBCONTRACTORS' INSURANCE:
The Contractor shall not commence work under this Contract until
he has obtained all the insurance required under this paragraph and such
insurance has been approved by the Owner, nor shall the Contractor allow
any subcontractor to commence work on his subcontract until the insurance
required of the subcontractor has been so obtained and approved.
(a) Compensation Insurance. The Contractor shall procure and
maintain during the life of this Contract Workmen's Compensation Insur-
ance as required by applicable State or territorial law for all of his
employees to be engaged in work at the site of the project under this Con-
tract and, in case of any such work sublet, the Contractor shall require
the subcontractor similarly to provide Workmen's Compensation Insurance
for all of the latter's employees to be engaged in such work unless such
employees are covered by the protection afforded by the Contractor's
Workmen's Compensation Insurance. In case any class of employees en-
gaged in hazardous work on the project under this Contract is not protected
under the Workmen's Compensation Statute, the Contractor shall provide
and shall cause each subcontractor to provide adequate employer's liability
insurance for the protection of such of his employees as are not otherwise
protected.
(b) Contractor's Public Liability and Property Damage Insurance.
The Contractor shall procure and shall maintain during the life of this Con-
tract, Contractor's Public Liability Insurance and Contractor's Property
Damage Insurance in an amount not less than $100, 000 for injuries, in-
cluding accidental death, to any one person, and subject to the same limit
for each person, in an amount not less than $300, 000 on account of one
® accident, and Contractor's Property Damage Insurance in an amount not
® less than $100, 000.
(c) Subcontractor's Public Liability and Property Damage Insurance.
The Contractor shall either (1) require each of his subcontractors to pro-
cure and to maintain during the life of his subcontract, Subcontractor's
Public Liability and Property Damage of the type and in the same amounts
as specified in the preceding paragraph, or (2) insure the activities of his
subcontractors in his own policy.
(d) Scope of Insurance and Special Hazards. The insurance required
under subparagraphs (b) and (c) hereof shall provide adequate protection for
the Contractor and his subcontractors, respectively, against damage claims
which may arise from operations under this Contract, whether such opera-
tions be by the insured or by anyone directly or indirectly employed by him
and, also against any of the special hazards which may be encountered in
the performance of this Contract as stated in Section 43 of the General
Conditions.
GC-11
t
i.® (e) Builder's Risk Insurance (Fire and Extended Coverage). Until
the project is completed and is accepted by the Owner, the Owner is re-
quired to maintain Builders Risk Insurance (fire and extended coverage)
on a 100 per cent basis on the insurable portion of the project for the
benefit of the Owner, the prime Contractor, and subcontractors as their
interests may appear. The Contractor shall not include any costs for
Builder's Risk Insurance (fire and extended coverage) premiums during
construction. However, this provision shall not release the Contractor
a from his obligation to complete, according to plans and specifications,
the project covered by the contract, and the Contractor and his surety
shall be obligated to full performance of the Contractor's undertaking.
(f) Proof of Carriage of Insurance. The Contractor shall furnish
the Owner with certificates showing the type, amount, class of operations
covered, effective dates and dates of expiration of policies. Such certifi-
cates shall also contain substantially the following statement: "The
insurance covered by this certificate will not be cancelled or materially
altered, except after ten (10) days written notice has been received by
the Owner. "
27. CONTRACT SECURITY:
The Contractor shall furnish a performance bond in an amount at
least equal to one hundred per cent (10076) of the contract prices as
security for the faithful performance of this contract and also a payment
bond in an amount not less than fifty per cent (5076) of the contract price
t or in a penal sum not less than that prescribed by State or local law, as
security for the payment of all persons performing labor on the project
under this contract and furnishing materials in connection with this con-
, tract. The performance bond and the payment bond may be in one or in
separate instruments in accordance with local law.
28. ADDITIONAL OR SUBSTITUTE BOND:
If at any time the Owner for justifiable cause, shall be or become
dissatisfied with any surety or sureties then upon the Performance or
Payment Bonds, the Contractor shall within five (5) days after notice from
the Owner so to do, substitute an acceptable bond (or bonds) in such form
and sum and signed by such other surety or sureties as may be satisfactory
to the Owner. The premiums on such bond shall be paid by the Contractor.
No further payments shall be deemed due nor shall be made until the new
surety or sureties shall have furnished such an acceptable bond to the Owner.
t
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GC-12
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29. ASSIGNMENTS:
The Contractor shall not assign the whole or any part of this con-
tract or any moneys due or to become due hereunder without written consent
of the Owner. In case the Contractor assigns all or any part of any moneys
due or to become due under this contract, the instrument of assignment
shall contain a clause substantially to the effect that it is agreed that the
right of the assignee in and to any moneys due or to become due to the Con-
tractor shall be subject to prior claims of all persons, firms and corpora-
tions for services rendered or materials supplied for the performance of
the work called for in this contract.
30. MUTUAL RESPONSIBILITY OF CONTRACTORS:
If, through acts of neglect on the part of the Contractor, any other
contractor or any subcontractor shall suffer loss or damage on the work,
the Contractor agrees to settle with such other contractor or subcontractor
by agreement or arbitration if such other contractor or subcontractors will
so settle. If such other contractor or subcontractor shall assert any claim
against the Owner on account of any damage alleged to have been sustained,
the Owner shall notify the Contractor, who shall indemnify and save harm-
less the Owner against any such claim.
® 31. SEPARATE CONTRACTS:
® The Contractor shall coordinate his operations with those of other
contractors. Cooperation will be required in the arrangement for the
storage of materials and in the detailed execution of the work. The Con-
tractor, including his subcontractors, shall keep informed of the progress
and the detail work of other contractors and shall notify the Engineer im-
mediately of lack of progress or defective workmanship on the part of other
contractors. Failure of a Contractor to keep informed of the work pro-
gressing on the site and failure to give notice of lack of progress or defective
workmanship by others shall be construed as acceptance by him of the status
of the work as being satisfactory for proper coordination with his own work.
32. SUBCONTRACTING:
(a) The Contractor may utilize the services of specialty subcontractors
on those parts of the work which, under normal contracting practices, are
performed by specialty subcontractors.
f (b) The Contractor shall not award any work to any subcontractor
without prior written approval of the Owner, which approval will not be given
until the Contractor submits to the Owner a written statement concerning
GC-13
i
the proposed award to the subcontractor, which statement shall contain
such information as the Owner may require.
(c) The Contractor shall be as fully responsible to the Owner for
the acts and omissions of his subcontractors, and of persons either directly
or indirectly employed by them, as he is for the acts and omissions of
persons directly employed by him.
(d) The Contractor shall cause appropriate provisions to be inserted
in all subcontracts relative to the work to bind subcontractors to the Con-
tractor by the terms of the General Conditions and other Contract Documents
insofar as applicable to the work of subcontractors and to give the Contractor
the same power as regards terminating any subcontract that the Owner may
exercise over the Contractor under any provision of the Contract Documents.
(e) Nothing contained in this contract shall create any contractual
relation between any subcontractor and the Owner.
33. ENGINEER'S AUTHORITY:
The Engineer shall give all orders and directions contemplated under
this contract and specifications relative to the execution of the work. The
Engineer shall determine the amount, quality, acceptability, and fitness of
the several kinds of work and materials which are to be paid for under this
contract and shall decide all questions which may arise in relation to said
work and the construction thereof. The Engineer's estimates and decisions
as shall be final and conclusive, except as herein otherwise expressly provided.
In case any question shall arise between the parties hereto relative to said
contract or specifications, the determination or decision of the Engineer
shall be a condition precedent to the right of the Contractor to receive any
money or payment for work under this contract affected in any manner or to
any extent by such question.
The Engineer shall decide the meaning and intent of any portion of
the specifications and of any plans or drawings where the same may be
found obscure or be in dispute. Any differences or conflicts in regard to
their work which may arise between the Contractor under this contract and
other contractors performing work for the Owner shall be adjusted and
determined by the Engineer.
34. USE OF PREMISES AND REMOVAL OF DEBRIS:
The Contractor expressly undertakes at his own expense:
(a) To take every precaution against injuries to persons or damage
to property;
GC-14
r (b) To store his apparatus, materials, supplies and equipment in
such orderly fashion at the site of the work as will not unduly interfere with
the progress of his work or the work of any other contractors.
(c) To place upon the work or any part thereof only such loads as
are consistent with the safety of that portion of the work.
(d) To clean up frequently all refuse, rubbish, scrap materials,
and debris caused by his operations, to the end that at all times the site
of the work shall present a neat, orderly and workmanlike appearance.
(e) Before final payment to remove all surplus material, false-work,
temporary structures, including foundations thereof, plant of any descrip-
tion and debris of every nature resulting from his operations, and to put
the site in a neat, orderly conditions.
(f) To effect all cutting, fitting or patching of his work required to
make the same to conform to the plans and specifications and, except with
the consent of the Engineer, not to cut or otherwise alter the work of any
other Contractor.
35. QUANTITIES OF ESTIMATE:
Wherever the estimated quantities of work to be done and materials
to be furnished under this contract are shown in any of the documents in-
cluding the proposal, they are given for use in comparing bids and the right
is especially reserved except as herein otherwise specifically limited, to
increase or diminish them as may be deemed reasonably necessary or de-
sirable by the Owner to complete the work contemplated by this contract,
and such increase or diminution shall in no way vitiate this contract, nor
shall any such increase or diminution give cause for claims or liability
for damages.
36. RIGHTS-OF-WAY AND SUSPENSION OF WORK:
The Owner shall furnish all land and rights-of-way necessary for
the carrying out of this contract and the completion of the work herein
contemplated and will use due diligence in acquiring said land and rights-
of-way as speedily as possible. But it is possible that all lands and
rights-of-way may not be obtained as herein contemplated before con-
struction begins, in which event the Contractor shall begin his work upon
such land and rights-of-way as the Owner may have previously acquired
and no claim for damages whatsoever will be allowed by reason of the
delay in obtaining the remaining lands and rights-of-way. Should the
Owner be prevented or enjoined from proceeding with the work, or from
authorizing its prosecution, either before or after the commencement,
GC-15
by reason of any litigation, or by reason of its inability to procure any
lands or rights-of-way for the said work, the Contractor shall not be
entitled to make or assert claim for damage by reason of said delay, or
to withdraw from the contract except by consent of the Owner; but time
for completion of the work will be extended to such time as the Owner
determines will compensate for the time lost by such delay, such deter-
mination to be set forth in writing.
37. GENERAL GUARANTY:
Neither the final certificate of payment nor any provision in the
1 Contract Documents nor partial or entire occupancy of the premises by
the Owner shall constitute an acceptance of work not done in accordance
with the Contract Documents or relieve the Contractor of liability in
respect to any express warranties or responsibility for faulty materials
or workmanship. The Contractor shall remedy any defects in the work
and pay for any damage to other work resulting therefrom, which shall
IL appear within a period of one year from the date of final acceptance of
the work unless a longer period is specified. The Owner will give notice
of observed defects with reasonable promptness.
38. CONFLICTING CONDITIONS:
Any provision in any of the Contract Documents which may be in
conflict or inconsistent with any of the paragraphs in these General Con-
ditions shall be void to the extent of such conflict or inconsistency.
39. NOTICE AND SERVICE THEREOF:
Any notice to any Contractor from the Owner relative to any part
of this contract shall be in writing and considered delivered and the service
thereof completed, when said notice is posted, by certified or registered
mail, to the said Contractor at his last given address, or delivered in
person to said Contractor or his authorized representative on the work.
40. REQUIRED PROVISIONS DEEMED INSERTED:
Each and every provision of law and clause required by law to be
inserted in this contract shall be deemed to be inserted herein and the
contract shall be read and enforced as though it were included herein, and
if through mistake or otherwise any such provision is not inserted, or is
not correctly inserted, then upon the application of either party the contract
shall forthwith be physically amended to make such insertion or correction.
GC-16
41. PROTECTION OF LIVES AND HEALTH:
In order to protect the lives and health of his employees under the
contract, the Contractor shall comply with all pertinent provisions of the
"Manual of Accident Prevention in Construction" issued by the Associated
General Contractors of America, Inc. , and shall maintain an accurate
record of all cases of death, occupational disease, and injury, requiring
medical attention or causing loss of time from work, arising out of and
in the course of employment on work under the contract.
The Contractor alone shall be responsible for the safety, efficiency,
and adequacy of his plant, appliances, and methods, and for any damage
which may result from their failure or their improper construction, main-
tenance, or operation.
42. WAGE RATES:
(a) There shall be paid each laborer or mechanic of the Contractor
or subcontractor engaged in work on the project under .this contract in the
trade or occupation listed hereinafter, not less than the hourly wage rate
established by the Industrial Commission of Missouri, as shown opposite
the same, regardless of any contractual relationship which may be alleged
to exist between the Contractor or any subcontractor and such laborers
and mechanics.
(b) If., after the award of the contract, it becomes necessary to
employ any person in a trade or occupation not classified in the wage deter-
minations, such person shall be paid at not less than such rate as shall be--
determined by the officials mentioned above. Such approved minimum rate
shall be retroactive to the time of the initial employment of such person
in such trade or occupation. The Contractor shall notify the Owner of his
intention to employ persons in trades or occupations not classified in suf-
ficient time for the Owner to obtain approved rates for such trades or
occupations.
(c) The specified wage rates are minimum rates only, and the
Owner will not consider any claims for additional compensation made by
the Contractor because of payment by the Contractor of any wage rate in
excess of the applicable rate contained in this contract. All disputes in
regard to the payment of wages in excess of those specified in this contract
shall be adjusted by the Contractor.
(d) Except as may be otherwise required by law, all claims and dis-
putes pertaining to the classification of labor employed on the project under
this contract shall be decided by the Owner's governing body or other duly
designated official.
GC-17
43. SPECIAL HAZARDS:
The-Contractor's and his subcontractors' Public Liability and prop-
erty, Damage Insurance shall include explosion coverage and collapse and
underground damage coverage in the amount specified in Section 26 of the
General Conditions.
1
GC_18
1
PREVAILING HOURLY WAGE RATES - STATE OF MISSOURI
r
a.' The proposal for this Contract shall be based upon the required
payment by the Contractor of prevailing hourly rate of wages for each craft
or type of workman required to execute the Contract as determined by the
Department of Labor and Industrial Relations of Missouri.
The principal Contractor and all subcontractors shall pay not less
than the prevailing hourly rate of wages for each craft or type of workman
required to execute this Contract as determined by the Department of Labor
and Industrial Relations of Missouri, pursuant to Sections 290. 210 to
290. 310, inclusive, of the Revised Statutes of Missouri, 1957. A schedule
of such prevailing hourly rate of wages as determined by the Department
of Labor and Industrial Relations of Missouri for this Contract, pursuant
to said statutory provisions, is attached hereto and made a part of the
Contract.
b. The principal Contractor and all subcontractors shall comply
in all respects with House Committee Substitute for House Bill No. 294
as enacted by the 69th General Assembly and which became effective
August 29, 1957, and embodied into the Revised Statutes of Missouri as
Sections 290. 210 to 290. 310, inclusive, Revised Statutes of Missouri, 1957.
c. The Contractor and each subcontractor shall keep an accurate
record showing the names and occupations of all workmen employed by
him, together with the actual wages paid to each workman, which shall be
open to inspection at all reasonable hours by the representatives of the
Department of Labor and Industrial Relations of Missouri and the City.
d. The aforesaid prevailing hourly rate of wages is subject to
change by the Department of Labor and Industrial Relations of Missouri
or by court decision as provided by law during the life of this Contract,
and such change shall not be the basis of any claim by the Contractor
against the City nor will deduction of claim be made by the City against
sums due the Contractor by reason of any such change.
;r
i
r .
1
d.P.O'CONNOR
INDUSTRIAL COMMISSION OF MISSOURI CWn"a
01►ARTMINT 01 LASOR AND INDUSTRIAL RELATIONS
t1[OIKi[W.1YI11
STATE OFFICE BUILDINO A4,n�rr
EROADWAY and NION 1011ITS
P.O. BOX SM CHARLES[.CARS
JOHN M. DALTON JEFFERSON CITY,MISSOURI 1i1i'L'r
aovsnxon
ER1dAN Y,EDVYARDS
Satrtitry
PHONE 6!•8442
Special Wage Determination No. S378
Certlflcation of building or heavy construction wage rates
for Cole , County, MIS sourl
Project or Contract:- Sever Construction Work
6 contrmctll
For Jefferson City, Missouri
(State Agency or sub-division)
In accordance with your request, dated April 1T, 3.964 for the prevailing
hourly rate of wages for workmen required to perform the above-named project or construction contract as listed in
your request, and pursuant to Sections 290.210 to 310 R.S. Mo., 1957 Sessions Acts, the Department of Labor and In-
dustrial Relations, acting by and through the Industrial Commission of Missouri, being duly Informed and having
full considered the matter, finds, determines, declares, and certifies to you and the public body you represent:
1. That the general prevailing hourly rate of wages for building construction
work In said county for each of the crafts or types of workmen, listed on the
attached wage rate schedules, are the prevailing straight time hourly wage rates
for said county for the project or construction contract named and described in
the caption hereof.
2. That the straight time hourly rates do not include any possible payments
made by contractors for pension funds, or health and welfare funds, or for other
purposes. NOTE: THE COMMISSION IS NOT AUTHORIZED TO FIX WAGE
RATES.THE LAW DIRECTS IT TO FIX THE PREVAILING: WAGE IN A LO-
CALITY.A"LOCALITY"IS THE COUNTY OR COUNTIES WHERE THE PRO-
JECT IS TO BE CONSTRUCTED. THE LAW PROVIDES THAT NOT LESS
THAN THE PREVAILING WAGE FIXED BY THE COMMISSION MAY BE
PAID BY A CONTRACTOR OR SUBCONTRACTOR. A HIGHER WAGE RATE
MAY BE LAWFULLY PAID (SEE SECTION 290.270).
3. That the "prevailing hours of labor" for all classifications of laborers, work•
men, and mechanics to be employed on said contemplated building or construc-
tion work are eight (8) hours per day and forty (40) hours per week.
4. The general prevailing hourly rates for legal holidays and overtime work
are as shown on the attached wage rate schedules for the crafts listed thereon.
5. That certified copies of this determination shall be filed immediately with
the Secretary of State of Missouri and in the files of this Department, and that
copies of this determination shall be supplied to all interested persons requesting
same.
Done at Jefferson City, Missouri, this 23rd day of April r 1984,
INDUSTRIAL COMMISSION OF MISSOURI
SE AL / t
Chairman, G. P. O Connor
A true copy. Attest:
? -
P10 r rge se
Erman V. Edwards, Secretary
1Meta r,Chan. E. Ca e
Note: Should objections be filed to any portion of this wage determination, such
objection or objections must be specific, In writing and In triplicate and must
reach the Commission within 30 days from date of Determination. Give reasons
for your conclusions, In addition to the fact that you think the wage Is too high
or too low.
This determination becomes obsolete unless a contract Is executed within 120
days of the above date.
FUNCTIONS OF THR DS►ARTMSNTi La►layrnant Samrity (UMugrleynwat Caw►aneatkn OW.Impleyame Sawlta)r WeAlown's coanpawlkm Flryakal asid llaNM1
►revaWN Wya Laws InrwttW and Miao Ins►attkn cad Safety,and M Iallao of ►v►Ik UtWty Lahr Ok►MU.
CERTIFIED PURSUANT
WAGE RATES S
to Section 290.210.310 RSMo.,
1957 Session Act►.(H.S.2941
Heavy Cole Special Wage Determination
for1 Oft Construction In .................................„.».».......„..»......County
Missouri Order No. .........1. . 8..................»..,...,...»..„„
Corllfied as of ..........................„April...�3.„»...„ »..„....»..y 19 64 Projects Sever Construction
By Work. 6 contracts
Industrial Commission of Missouri Jefferson City, Missouri
on behalf-of
Department of labor and Industrial Relations
CRAFTS RATE OVERTIME
Per Hou► Rate
ASBESTOS WORKERS
..............„.............„........_
BOILERMAKERS
Asst.Foreman or Lead Man
Foreman
General Foreman ---
Helpers
BRICKLAYERS ....................................„..„.....»».»....„.»»»»„„_..„»».»» »„_» 3.50 1
Foreman-2 men or more
Tender(Hod Carriers—Jurisdiction Laborers) 2.85 1
CARPENTERS ...................................................................................».»».»......„.»».»„------ 1.70 2
Welder and Creosote Lumber Handlers
Foreman-2 men or more..................................................» »„».»„.__»..»
CEMENT MASONS 3.25 1
Cement Finishers—Composition Floor
Foreman--1 man or more
ELECTRICIANS ilnside Wireman) ..................................................»....»-...»»».„ ..
Foreman-5 men or.less
Foreman-6 to 15 men
General Foreman
ENGINEERS ..................................................I...................„»..
Portable and Hoistingt Heavy Equipment 1.65 2
Portable and Hoistings Light Equipment 3.15 2
Portable and Hoisting,Oilers and Greasers E86 2
Portable and Hoisting,Foreman +'2.5 2
FITTERS ....................................................................................................»,w»...
Foreman
,GLAZIERS ..................................................»»......»....»_...»»»„» ..
LABORERS—I ommon) ........................................ ..r. . 2.575_ 2
Labor Foreman +•?.1__ 2
LATHERS—Metal, Wood ......................._..................,.........„._»..........„_........................
Foreman 0 st man on job)
Foreman(more than one man on job)
LINOLEUM LAYERS AND CUTTERS ......................................»„..„...»..._...»».„....».
Foreman
MARBLE MASONS ............................................................................
Foreman
Helpers
MILLWRIGHTS—Uurisdiction of Carpenters) ......................_...»„»....» . ...
Foreman-2 or more men
ORNAMENTAL IRON WORKERS .........................................»...».».....»»..».........»».„ ;j
Foreman-2 men or more
PAINTERS .........................................................................._.....
Painters, Spray
Foreman
Foreman
Stage Work
PAPERHANGERS ......................................................».„.......» „
' Rolloge Basis
CRAFTS RATE OVERTIME
Per Hour Rate
FILE DRIVERS (Jurisdiction of Carpenters) ..•.•...••.,.....•.........•........•.•.........
Foremast-4 men or more
PLASTERERS ........ .......................... .»...........,.,.,.»,.. ..,..»...........
Foreman--2nd man on Job —
Plaster Tender or Helper
PLUMBERS ................................................................................................ 3B0 - 1
Foreman
Helper or D MACHINERY --T- 1
RIGGERS AND MACHINERY MOVERS .................................................._..»......_. ._�4•��2_
ROD MEN, Reinforcing, Steel Workers - 27 1
Foreman-2 men or more 5 1
ROOFERS--Composition, Slate, Tile ....,.............................................
Foreman
2 �2-5 2
SEWER TILE LAYERS (Bottommen) ....................................................
---� -
Semi-skilled "
Laborers _..,. "7' 2
® SHEET METAL WORKERS ......................................................._...._. ...._._....»....„„ _T
® Foreman
General Foreman
SPRINKLER FITTERS .....,._,_....._... .». ».. .._.
Foreman
STEAMFITTERS
Foreman
STONE MASONS ........................ _..»...._..............
__ »._...,.» ....». .
Foreman--2 men or more
STRUCTURAL IRON WORKERS ...................................................__,._._» ..„......_.
Foreman-2 men or more
TERRAZZOWORKERS .......................................,.....................................».......... ......
Foreman
Help sm
Base Operators
TiLE LAYERS—For Flooring and Walls .................................».„..............
_... „
Foreman
TRUCK'DRIVERS(Teamsters, Chauffeurs,Warehousemen and Helpers),..... 2.70 * 2
TUCK POINTERS (old work) .........................................
_..,,.....»..»..._..._.,._ »...»
ForemanER men or more.......................... .»...»...........................................
WATERPROOFER
WATERPROOFER FOREMAN ........................................................................... , ..........
WELDERS, Acetylene and Electric, N.O.S. ........................................................
Powdermen 2.95 . 2
Manhole Builders 2.675 2
Oilers . 2.80 2
• Truck Drivers come within the purview of the low only when the hauling of materials or equipment includes
some phase of construction other than the mere transportation to the site of construction.
•• Welders receive rate prescribed for craft performing operation to which welding is incidental.
Overtime Rate No. 1: Means double time for all overtime worked during work week and Saturdays,
Sundays and holidays.
Overtime Rate No. 2: Means time and one-half for overtime worked during work week and on Sat-
urdays, Sundays and holidays.
THE ABOVE RATES ARE THE MINIMUM RATES. HIGHER RATES MAY BE PAID IF NECESSARY.
SPECIAL CONDITIONS
1. GENERAL:
In general, the sanitary trunk sewer is to be constructed in ease-
ments which are to be obtained through private property, and provided by
the City of Jefferson, Missouri. In some instances the sewer will be laid
in City and County streets. The City will arrange permission for sewer
construction in County streets.
2. EASEMENTS AND WORKING SPACE:
Where work is to be carried out in easements through private prop-
erty, copies of the easements and agreements entered into with the individual
owners for permission to carry out the construction are on file in the office
of the Clerk of the City of Jefferson. The Contractor should familiarize him-
self with the detailed provisions of these easements covering the working room
and width of the easement. The width of the easement is intended to be suf-
ficient to permit the construction of the sewer, and to provide room for the
storing of materials during the construction. Cleaning up and restoration of
the surface upon completion of the work shall be carried out so that the sur-
face of the ground within the easements shall be restored to its original con-
dition or to the elevations as shown on the plans or as indicated by the Engineer.
3. SANITARY REGULATIONS:
Adequate sanitary conveniences for the use of persons employed on
the work, properly secluded from public observation, shall be constructed
and maintained by the Contractor in such a manner and at such points as
shall be approved by the Engineer. These conveniences shall be maintained
at all times without nuisance and their use shall be strictly enforced. Upon
completion of the work, they shall be removed from the premises, leaving
all areas clean and free from nuisance.
4. WATER:
The Contractor shall make his own arrangements with the Capital
City Water Company for water required for the construction and testing of
the sewers. All costs of connections and of providing means of conveying
water to the points of use shall be borne by the Contractor.
5. CONTRACT LIMITS:
This contract includes the portions of the Moreau River Sanitary Trunk
Sewer system shown on the key map as Trunk B between Station 4+19 and
Station 17+00, all of Trunk C, all of Trunk D from Station 0+43. 9 to Station
35+70, and all of Trunk E.
' The total length of sewer to be built under this contract is approxi-
mately 8, 600 feet.
SC-1
b. SEWER OUTLETS;
It should be noted that the sewers to be constructed in this contract
will have no natural outlets. The Contractor shall bear the cost of remov-
ing the infiltration or exfiltration test water from the sewers during the
period of the tests.
SC-2
1 TECHNICAL SPECIFICATIONS
PART I
1 MATERIALS OF CONSTRUCTION
1. MATERIALS AND INSPECTION:
All materials and equipment used on this work shall be new and
of the best quality. Materials shall be sampled and tested in accordance
with current ASTM Specifications or such others as specified hereinafter.
The Contractor will be required to furnish certificates of conformance to
ASTM or other applicable specifications. Materials shall be stored in
such a manner that their condition is equivalent to new when installed.
All material to be used in this work will be inspected before being
placed and all rejected material must be removed immediately and not
used in the work under this Contract. Any material installed or placed
without inspection shall be removed and replaced with new material if so
directed by the Engineer.
. The Contractor will be required to furnish such laborers as may be
necessary to aid the Engineer in the examination and culling of material.
Z. GRANULAR BACKFILLING MATERIAL:
Granular backfill material shall be crushed rock or gravel, less
than 1-1/2 inches maximum size, free from large voids, clay, loam,
vegetation, or other perishable materials.
3. PORTLAND CEMENT:
a. The portland cement to be used under this Contract shall be a j
standard brand of portland cement which has been in practical use in public
works and which has heretofore given satisfactory results. No brand of i
cement shall be used which the Engineer deems unfit for the work, nor shall
different brands of cement, or cement from more than one mill, be mixed
during use or used in any one length of pour.
b. The cement shall meet the requirements of ,the current "Standard
Specifications and Tests for Portland Cement" of the American Society for
' Testing Materials.
' I-1
c. The cement when delivered along the site or at the location
where the concrete is to be mixed, shall be stored so as to protect it from
damage; and no damaged, partially set or lumpy cement shall be used in
the work, but shall be immediately removed from the premises.
4. FINE AGGREGATE:
The fine aggregate to be used in concrete shall consist of clean,
Mn j natural sand, of hard, strong, durable, uncoated grains, free from all
foreign organic material, or any other injurious deleterious substances.
The sand shall be graded so that all particles shall pass a 3/8-inch sieve,
not more than 5 per cent shall be retained on a No. 4 mesh sieve, not less
than 5 per cent nor more than 30 per cent shall pass a standard No. 50
mesh sieve, and not more than 5 per cent shall pass a standard No. 100
mesh sieve. The fineness modulus of the fine aggregate, when determined
in accordance with the so-called Abrams' Method, shall not be less than
2. 30. All percentages shall be determined by weight.
5. COARSE AGGREGATE:
The material to be used as coarse aggregate in concrete shall be
gravel or crushed limestone. Gravel aggregates shall be clean, washed
gravel, consisting of hard, strong, durable pieces, free from dust, loam,
clay, alkali, organic impurities, adherent coatings or other deleterious
substances, and from thin, porous, elongated or laminated particles. A
sample of the aggregate, when submitted to the sodium sulphate accelerated
soundness test or other current suggested standards of the American Society
for Testing Materials for the freezing and thawing test, shall show no un-
usual amount of fracturing. Crushed limestone aggregate shall consist of
uncoated particles of sound, durable rock of uniform quality, without an
excess of flat, elongated or laminated pieces. No surface yellow or soft
stone shall be permitted. The specific gravity of the stone shall be no
less than 2. 56.
The gravel or crushed limestone shall be graded to meet the follow-
ing requirements using the U. S. Standard Sieve Series:
Passing 1-1/2-Inch Sieve 100% by Weight
1-Inch Sieve 95-100% by Weight
3/4-Inch Sieve 65-80% by Weight
3/8-Inch Sieve 15-400/a by Weight
No. 4 Mesh Sieve 0-576 by Weight
' To ensure the production of suitable aggregates, complying in all
respects with this specification, the aggregate plant shall be subject to the
approval of the Engineer, and no deliveries of aggregate shall be rnade
I-2
until the operating conditions of the plant from which the aggregate is to be
delivered have been inspected and approved.
The use of frozen aggregates will not be permitted. When the tem-
perature of the air permits concreting to be carried on, the aggregates
must be thawed out, thoroughly removing all frost before incorporating
same in the concrete mixture.
® 6. WATER:
® Water used in making or curing concrete or in mixing grout or
mortar shall be from public potable water supplies., '
7. CONCRETE:
The Contractor's attention is called to the fact that the specifica-
tions for Class A and Class B concrete carry three limiting factors, all
of which shall be complied with. These factors are: (1) minimum strength,
(2) minimum volume of cement per cubic yard of concrete, and (3) maxi-
mum volume of water per sack of cement.
a. Classes of Concrete. Class C concrete may be used for fill
in trenches as required for pipe in rock trench or for overexcavation of
the trench. ' Class B concrete shall be used for encasement of sanitary
sewers or drain lines. All other concrete used on this project shall be
Class A concrete, unless otherwise specifically noted on the plans.
b. Class A Concrete. Class A concrete shall have a minimum
compressive strength of 3, 000 pounds per square inch in 28 days and
shall consist of the mixture which results in one cubic yard of concrete
to each batch of fine and coarse aggregate and water used to each six
sacks of cement. Total water shall be limited to a maximum of 6-1/2
gallons per sack of cement: The fine and coarse aggregates for each
-batch of concrete where monolithic ,construction i's to be carried out shall
be accurately weighted;' the exact weight of each batch shall be that neces-
sary to produce a dense workable concrete with the yield per sack of
cement as herein specified when mixed within the limitations of the, amount
of water herein specified. Where small batches of concrete are to be
used and the concrete is mixed on the site, Class A concrete shall be
considered as that mixture consisting of 2 cubic feet of dry'fine aggregate,
' not more than 3-1/2 cubic feet of dry coarse aggregate to each sack of
cement, mixed with not more than 6-1/2 gallons of total added water.
c. Class B Concrete. Class B concrete shall have a minimum
compressive strength of 2, 000 pounds per square inch in 28 days and shall
consist of the mixture which results in one cubic yard of concrete to each
' batch of fine and coarse aggregate and water used to each four sacks of
I-3
® cement. Total water shall be limited to a maximum of 8-1/2 gallons per
sack of cement. Where small batches of concrete are to be used and the
concrete is mixed on the site, Class B concrete shall be considered as that
mixture consisting of 3 cubic feet of dry fine aggregate, not more than 5
cubic feet of dry coarse aggregate to each sack of cement, mixed with not
more than 8-1/2 gallons of total added water.
d. Class C Concrete. Class C concrete shall consist of the mix-
ture which results in one cubic yard of concrete to each batch of fine and
coarse aggregate and water used to each two sacks of cement. Total water
shall be limited to a maximum of 9-1/2 gallons per sack of cement.
e. Determination of Added Water. In determining the amount of
added water, allowance should be made for the moisture content in the
aggregates. In measuring the fine aggregate by volume for small batches
of concrete, if the aggregate is wet, allowance should be made for the
bulking on account of the presence of moisture.
f. Mixing. Concrete required for blocking, encasement and other
uses incidental to the installation of pipe involving small quantities may
either be mixed by machine or by hand. All other concrete shall be mixed
by machine.
g. Mixing by Machine. The mixer to be used shall be so designed
as to take one complete batch of materials using whole bags of cement only
and to mix that batch thoroughly before any portion of it is withdrawn and
any portion of the succeeding batch is introduced. In no case shall the
volume of the batch to be mixed be greater than the amount of materials
which can be loaded and mixed in the mixer without any loss during the
loading or mixing by spilling. The mixer shall be equipped with a water
tank accurately calibrated so that the required amount of water can be
added to each batch, and with a batch meter or other suitable attachment
for satisfactorily locking the discharging device so as to prevent the emp-
tying of the drum until all of the materials have been mixed together for
the minimum time required.
After all the ingredients including water have been placed in the
drum, they shall be thoroughly mixed in the mixer for a period of not less
than one minute. During this period the drum shall make not less than 14
nor more than 20 revolutions per minute.
' h. Central Plant Concrete Mixing. In lieu of mixing on the job by
machine or by hand, central plant concrete will be permitted, provided the
concrete conforms to the proportioning hereinbefore specified, is mixed at
a central plant or in transit in equipment approved by the Engineer, and in
conformity with current ASTM Specifications for Ready-Mixed Concrete
(C94). The concrete shall be delivered to the job in batches of such size
that it can be conveniently handled without setting up during placing, with-
out segregation of aggregates, and of satisfactory consistency to ensure a
Ouniform concrete mixture when placed.
I-4
1
i. Hand Mixing. Where hand mixing of concrete is permitted, it
shall be carried out on watertight boards or pans in not more than 2-sack
batches. The cement and fine aggregates shall first be mixed dry until a
uniform color is obtained. The water shall then be gradually added and the
mixture made into a mortar, adding additional water until the desired con-
sistency is reached. The coarse aggregate shall then be spread upon the
mortar and covered with mortar. The whole mass shall then be cut through
and turned over not less than four times or until thoroughly mixed with a
uniform homogeneous mixture obtained before being removed from the mix-
ing board or pan to the place where it is to be deposited. The total amount
of water shall not exceed the limitations hereinbefore specified for Class A
or Class B concrete.
j. Temperature. No concreting shall be carried out when the tem-
perature of the air is 40 degrees F and falling, unless the Contractor has
on hand sufficient and suitable means for protecting the concrete to the
satisfaction of the Engineer. When the temperature of the air reaches 32
degrees F no concreting shall be permitted unless the Contractor has pro-
vided satisfactory equipment for heating the aggregates and water to the
satisfaction of the Engineer. The means of protecting the concrete laid
during freezing weather when the temperature of the air is 32 degrees F
or less, shall be approved by the Engineer, who will also designate the
length of time after the concrete is laid that this protection shall.continue.
When the temperature of the air falls below 20 degrees F no concreting
shall be permitted.
k. Curing of Concrete. All concrete placed when the temperature
is above 40 degrees F shall be either sprinkled continuously for 72 hours,
or shall be covered with burlap which shall be kept moist for at least 72
hours. The use of membrane curing shall also be permitted. The memo
brane curing compound shall be of a type approved by the Engineer.
1. Admixture. Should the Contractor desire to incorporate in the
concrete mix an admixture to improve the workability of the concrete, ap-
proval for the use of such material must be obtained from the Engineer who
shall specify in his approval the amount of such admixture which may be
used per cubic yard of concrete. However, no additional payment will be
made for the use of the admixture used by the Contractor upon approval of
the Engineer. The use of such admixture used at the Contractor's request
to improve workability will be made at the Contractor's expense.
m. Placing. In placing concrete, care shall be taken that the
freshly placed mass is so placed and vibrated that there is no tendency for
the coarse aggregate to segregate from the mortar, that no rock pockets
are left, that the concrete flows readily around the steel and into the ex-
tremities of the forms, and the whole freshly placed mass becomes a
' I-5
rplastic jelly-like mass but without free water in appreciable quantity on its
surface, No concrete shall be poured without vibration with mechanical or
magnetic internal vibrators. All concrete shall be poured through tremies.
The free fall of concrete shall be held to a minimum.
n. Forms. Forms for concrete shall be rigidly braced so that they
cannot bulge or warp and leave an unworkmanlike finished surface. They
may be constructed of any material with sufficient strength which will give
the finished work a satisfactory surface. They must be sufficiently tight
so that mortar cannot escape from the concrete in appreciable quantity.
Forms shall be cleaned and be thoroughly moistened or treated with form
oil before concrete is placed. All exposed exterior concrete corners shall
be chamfered one inch.
8. VITRIFIED CLAY SEWER PIPE:
Vitrified clay sewer pipe and fittings shall be new pipe of the best
quality of hard-burned, salt-glazed vitrified clay or shale pipe, conform-
ing in every respect to the requirements and tests of the current ASTM
Designation C200 for "Extra Strength Clay Sewer Pipe". All pipe shall be
free from blisters, cracks and pronounced laminations and must give a
metallic ring when struck with a hammer. All vitrified clay pipe shall be
socket pipes with sockets true, circular and concentric with the base of the
pipes and the planes of the angles at right angles to the axis of the pipe,
with all dimensions falling within the tolerances as permitted by the ASTM
Specifications.
9, CERTIFICATES ON SEWER PIPE:
rThe Contractor will be required to furnish the City with certificates
from a reputable testing laboratory showing the results of tests made on
pipe delivered to the project in accordance with the ASTM Specifications
for the various types of pipe to be furnished. All expenses incidental to
pipe testing shall be considered as included in the price bid per lineal
foot for pipe furnished.
10. JOINT MATERIAL:
For vitrified clay pipe, the joint material shall consist of factory-
molded ,joints or couplings on bell-and-spigot ends of the pipe compounded
of high quality polyvinyl chloride plastic fused to the pipe and properly
molded and cured to a uniform hardness and compressibility to form a
tight compression joint. The joints shall conform to ASTM Specification
C425, latest revision for Type II or Type III. The manufacturer of the
,joint shall certify that actual tests as set out in this ASTM Specification
show that the joints as furnished meet all the specification requirements.
r
I-6
1
® 11, CRUSHED ROCK FOR BEDDING PIPES IN TRENCHES:
Crushed limestone and screenings or other suitable crushed rock
for pipe bedding in trenches shall be free-flowing from the bins of the
quarry, and protected on the working site against moisture absorption to
retain its free-flowing property. The moisture content by weight shall not
be more than 5 per cent on the exterior of the stockpile, nor more than
3 per cent average for the entire stockpile. The material shall be uni-
t formly mixed and well graded, with 100 per cent passing a 1-inch sieve,
and no more than 15 per cent passing a No. 100 sieve.
12. CRUSHED ROCK FOR SUBGRADE REPLACEMENT:
Crushed limestone and screenings or other suitable crushed rock
for subgrade replacement shall be quarry-run, 2-1/2-inch maximum size
(95 per cent to 100 per cent passing a 2-1/2-inch sieve), graded to allow
satisfactory compaction.
13. COMMON SEWER BRICK:
Common sewer brick to be furnished for manhole construction and
for special structures where brick is specified shall be new, sound brick
made from clay or shale, burned hard, entirely true and of compact tex-
ture with true, even faces and rectangular edges, conforming to Grade SA
of the current Standard ASTM Specifications for Sewer Brick, Designation
C32. The size of the brick shall conform to ASTM requirements of either
size #1 (2-1/2-inch x 3-3/4�-inch x 8-inch) or size #2 (2-1/2-inch x 4-inch
x 8-1/2-inch). Certificates shall be furnished showing the results of tests
for the physical requirements on samples of brick representative of the
shipments made to the project. These tests will conform to the require-
ments of the ASTM Specifications, Designation C32. All expenses inci
dental to physical testing of the brick in accordance with ASTM Specifica-
tions shall be considered as included in the price bid for each brick struc-
ture.
14. CAST IRON MANHOLE FRAMES AND COVERS:
Circular manhole rings and covers 'shall be gray iron castings of
first quality, similar or equal to the frame and cover No. R-1418-A as
manufactured by Neenah Foundry Company. The covers shall be Type C
and 24 inches in diameter. The clear opening in the frames shall be 22
inches. The frame and cover together shall weigh not less than 355 pounds.
All castings shall be made of cast iron conforming to Class No. 25
of the current ASTM Specification A-48 for gray iron castings. Castings
shall be planed where necessary to secure perfectly flat and true surfaces.
All castings shall be thoroughly cleaned and covered with two coatings of
asphaltum paint before being used in the work.
I-7
15. PRECAST CONCRETE MANHOLES;
Precast manhole sections shall be manufactured in accordance with
ASTM Designation C478-61T. The minimum compressive strength of the
concrete for all sections shall be 4, 000 psi.
Joints of the manhole sections shall be formed entirely of concrete
employing a rubber gasket conforming to ASTM Designation.C443, and
when assembled, shall be self-centering and make a uniform watertight
joint. The gasket shall be the sole element utilized in sealing the joint
from either internal or external hydrostatic pressure.
No steps shall be built into walls of the precast sections.
Each section of the precast manhole shall have not more than two
holes for the purpose of handling and laying. These holes shall be tapered
and shall be plugged with rubber stoppers or mortar after installation.
Precast base sections may be supplied by the manufacturer with
inverts, precast, or the inverts may be cast in the field by the Contractor.
Inverts shall be smooth and accurately shaped to a semi-circular bottom
conforming to the inside of the adjacent sewer sections. Changes in
direction of the sewer and entering branches shall have a circular curve
of as large a radius as the manhole will permit.
Foulwater drops shall be provided where indicated on the plans.
I-8
TECHNICAL SPECIFICATIONS
PART II
METHOD OF SEWER CONSTRUCTION
1. INTERFERENCE WITH TRAFFIC:
It must be recognized that the work of this project involves the
construction of sewers along the public streets of the developed munici-
pality. Access to abutting property should be provided wherever it is
possible without interference with the- construction operation. The Con-
tractor shall carry out the construction of the sewer at street or highway
intersections by tunneling or boring where it is so indicated• on the plans.
The Contractor will be required to'provide satisfactory bridges to allow
traffic to cross over the excavated trench where the street intersection is
traversed by open cut excavation: Care should be taken to avoid blocking
of access to fire hydrants during this construction. After the sewer is
constructed and the backfill made over the completed sewer, a temporary
pavement is to be laid down and the street open to traffic in order to pro-
vide access to abutting property as soon as possible. Open cut crossings
are to be maintained for 60 days with macadam or other satisfactory
material so as to provide an all-weather roadway surface, after which
time the. restoration of the permanent pavement of the type ordered by the
Engineer shall-be carried out.
2. PROTECTION OF TREES AND RESTORATION OF. LANDSCAPED
AREAS:
Wherever the sewer is to be built in a right-of-way located along
occupied property which has been landscaped or in the sidewal$ space
adjacent to trees, and wherever trees are encountered adjacent to the line
of the work, the Contractor's operations must be so organized and carried
out so as not to disturb or destroy any trees. except where permission to
do so has been obtained from the property owners with the Engineer's
approval. The existing surface shall not be distrubed beyond the limits
of the right-of-way, which shall include the necessary area for storing
of materials of construction and excavated materials. Upon completion
of the work, the surface shall be replaced to conform to the original sur-
face. Where turf has been disturbed, the completed backfilled surface
shall be sodded or raked and seeded during the proper time of the year.
Where excavated material is stored adjacent to trees, it shall be carried
so as not to cause injury to them in any way. If necessary, boxing shall
be provided around trees, plants or shrubs. Upon completion of the work,
II-1
Such boxing shall be removed and the original condition restored. Payment
for carrying out the necessary protection and restoration as herein speci-
fied of trees and landscaped areas shall be considered as covered in the
payments made at the price bid per cubic yard for "Trench Excavation".
Where excavation is made through surface rock, the Contractor may
be required to restore the surface to its original contour. The Contractor
will replace the surface rock with Class C concrete at the direction of the
Engineer. Such concrete will be paid for at the price bid for "Class C Concrete".
3. PROTECTION OF EXISTING STRUCTURES:
The work must be carried out in such a manner that all structures
or improvements along and adjacent to the new sewer construction are prop-
erly protected. Any damage occurring to property of others because of the
Contractor's operation shall be repaired by the Contractor and the cost con-
sidered as covered in the item of "Trench Excavation".
All fences, sheds, garages, trees, shrubs, and other private prop-
erty adjacent to the alignment of the sewer are to be protected from any
damage due to this construction. Any damage done to private property shall
be repaired by the Contractor to the satisfaction of the owner of said private
property, and the cost of such repair shall be borne by the Contractor.
4. PROTECTION OF POLE LINES, WATER AND GAS PIPES, AND ALL
OTHER UNDERGROUND UTILITIES:
On the plans, for the work to be constructed under this contract, is
shown the record information which has been obtained from the utilities for
underground pipes or conduits which exist along the line of the proposed
sewers. The City does not guarantee the accuracy of these locations, but
merely indicates the information which has been obtained from the com-
panies owning such underground pipes or conduits. The locations of utility
poles, shown as noted at the time of the survey, may have 'since been changed.
It is assumed that the Contractor will make a field inspection of the locations
along which the sewers are to be constructed, and note all poles and over-
head improvements which may affect his method of operation in the construc-
tion of the sewers at such locations.
Such poles, overhead wires, underground pipes and conduits that
may exist or may be encountered are to be protected at the Contractor's
expense. Any expense or inconvenience caused by their existence, and
the necessary protection during the construction of the sewers adjacent
thereto, shall be considered as covered and included in the price bid for
"Trench Excavation". The Contractor shall notify the utility owners in
advance of any construction which would expose underground pipe lines or
otherwise affect their safety.
II-2
5. REMOVAL AND REPLACEMENT OF SECONDARY PAVEMENTS:
Secondary pavements, consisting largely of crushed rock and cin-
ders, which are to be removed in the course of the construction, shall be
replaced with a layer of crushed rock compacted to a minimum thickness
of 8 inches. The road surface shall be maintained for a period of 60 days
after initial replacement to allow for settlement and consolidation of the
backfill, after which it shall be bladed to a smooth and uniform surface.
No separate payment for the removal and restoration of secondary
pavements shall be made. Payment for such removal and replacement
shall be considered as included in the price bid for 'Trench Excavation".
6. REMOVAL AND RESTORATION OF ASPHALTIC PAVEMENT:
The asphaltic pavement to be removed shall be cut to neat straight
lines. After completion of the granular backfill, a layer of crushed rock
shall be compacted to a minimum thickness of 8 inches. The rock course
shall be primed and covered with a minimum of 2 inches of asphaltic con-
crete wearing surface to the cross section and grade as set by the Engineer
to meet the present undistrubed pavement on each side of the area restored.
Asphaltic concrete and placing methods used shall be similar in quality to
the original pavement and approved by the Engineer. The Contractor shall
restore the surface to the grade specified by the Engineer, should any
settlement take place within 60 days of the initial pavement restoration.
7. REMOVAL AND RESTORATION OF CONCRETE CURB:
Where the alignment of the sewers requires the removal of existing
concrete curb, removal shall be to the full extent of the concrete pave-
ment removal. The curb shall be cut in a neat straight line and shall be
replaced to the same cross section as that removed using Class A concrete.
8. TRENCH EXCAVATION:
A series of borings was taken along the entire length of the con-
struction. The results of these borings are shown on the plans for informa-
tion only. There is no expressed or implied agreement or guarantee that
the depths or character of materials are correctly shown or that conditions
affecting the work will not differ from those shown on the plans.
jThe work included under "Trench Excavation' shall comprise any
necessary clearing of the line on which the sewer is to be constructed; of
making all excavations of all materials of every description which may be
encountered; of furnishing and placing of all shoring, sheeting and bracing
which may be necessary to protect the work and to execute .it; of shaping
the bottom; of furnishing all equipment which may be necessary to keep the
II-3
trenches free from water so that the sewers and concrete may be placed
in the dry; of providing for the uninterrupted flow of surface water or sew-
age adjacent to the line of the work during the progress of the work so as
not to interfere with the natural surface flows; of protecting all pipes, con-
duits, culverts, bridges and all other public: and private property which
may be endangered by the work; of removing, after the completion of the
work, all shoring, bracing and sheeting not necessary to support the sides
of the trenches, leaving however the necessary sheeting and bracing for
the proper protection of the adjacent property or utilities; of refilling the
trenches and tamping or flushing in accordance with these specifications;
of hauling away all surplus excavated material; and restoring the surface
of the ground to the condition existing when work started in unpaved areas
or replacing secondary pavements with crushed stone as described in Part
II, Section 6.
Trenches shall be excavated to a width between the limits tabulated
below;
Size of Pipe Minimum Width Maximum Width
8 if 2' 41' 2' 1011
9. BRACING AND SHORING:
RWherever, because of restrictions of working room or of necessity
for protecting improvements, the trench must be excavated with vertical
sides above the intrados of the pipe, the sides of the trench shall be securely
held by bracing or sheeting of either wood or steel which may be removed
in units as the level of the backfill reaches a safe elevation permitting such
removal. Where timber sheeting and wood bracing is used and ordered
left in place, payment for the furnishing and placing of the bracing and
timber sheeting, which is ordered left in place, shall be paid for as in-
dicated in Part III, "Payments". The payment for furnishing, installing
and removing the sheeting and bracing which is not ordered left in place
shall be included in the payment to be made for "Excavation".
10. TRENCHES WITH SLOPING SIDES, LIMITED:
The Contractor may, at his option, where working conditions and
rights-of-way permit, excavate sewer trenches with sloping sides, but
with the following limitations:
Only braced vertical trenches will be permitted in streets, alleys
or easements which are paved.
Where trenches are excavated with sloping sides for pipe sewers
to be installed, the slope shall not extend below a point one foot above the
extrados of the pipe, and the trench excavation below this point shall be
II-4
carried out with vertical sides for widths not exceeding the maximum widths
provided for in these specifications under Part II, Section 8.
Any trench excavated with sloping sides for pipe sewers which has a
width one foot above the top of the pipe in excess of the maximum trench width
permitted will result in an increased load on the sewer pipe. If slopes are.
allowed to extend below this level, or if the width of the trench at this level
is greater than the specified maximum width, additional strengthening of the
pipe is required, and accordingly, wherever such conditions exist and where
the fill on the pipe exceeds 6 feet, the Contractor shall place a Class C con-
crete fill between the bottom of the trench and the level of the intrados of the
pipe from the outside of the pipe to the undisturbed sides of the trench. No
payment shall be made for such Class C concrete backfilling which shall be-
come necessary on account of the Contractor's operations in excavating
trenches of excessive widths below the specified levels.
11. EXCAVATION IN ROCK:
Where rock or other hard material occurs in the trench at the planned
grade of the bottom of the pipe in such way that any portion of the pipe would
rest on rock, or hard material, or where in the opinion of the Engineer, it is
necessary, the excavation shall be carried to a depth below the planned grade
® so that no rock is closer than 2 inches to the outside of the pipe barrel and its
bell. The trench .shall then be refilled with Class C concrete to the spring-
line of the pipe.
The responsibility of the Contractor with respect to the use of ex-
plosives in blasting includes compliance with all laws, rules and regulations
of the State, the City and the insuror, governing the keeping, storage, use,
manufacture, sale, handling, transportation or other distribution of explosives.
All operations involving the handling, storage, and use of explosives shall be
conducted with every precaution by trained, reliable men under satisfactory
supervision. Blasts shall not be fired until all persons in the vicinity have
had ample notice and have reached positions out of danger therefrom. The
Contractor shall advise the Engineer in advance when charges are to be set off.
After a blast is fired, the Contractor shall thoroughly scale the exca-
vation, removing all loose and shattered rock or other loose material which
may be dangerous to the workmen, and the excavation made safe before pro-
ceeding with the work. The fact that the removal of loose or shattered ma-
terial may enlarge the excavation beyond the required limits shall not relieve
the Contractor from the necessity for making such removal, and the Con-
tractor shall not be entitled to compensation therefor.
A series of borings was taken as shown on the plan and profile. The
results as shown are for information only. There is no expressed or implied
agreement or guarantee that depths or character of materials are correctly
shown or that conditions affecting the work will not differ from those shown
on the plans.
II-5
17. TRENCH BOTTOMING:
The grade shown on the profile of the sewer is that of the inside of
the pipe at its lowest point. In excavating the bottom of the trench in ma-
terial other than rock, the Contractor shall allow for the thickness of the
® pipe where pipe sewers are installed, and shall shape the trench bottom
® by hand to fit the lower section, as shown on the plans, recessing for the
bell holes where the bell projects beyond the barrel of the pipe in such
1 manner as to relieve the bell of all load. If the bottom has not been exca-
vated to conform to the outside of the pipes, as shown in detail on the plans,
the backfill necessary to the required grade for the outside of the pipe shall
be made with crushed rock for bedding. Such crushed rock where excess
excavation occurs, shall be placed at the Contractor's own expense.
If the material in the bottom of the trench is unstable or otherwise
unsuitable for supporting the pipe sewer, the unsuitable material may be
excavated as directed by the Engineer and replaced with crushed rock. The
quantity of such additional excavation and crushed rock shall be determined
by the Engineer and paid for by the City at the unit price bid for each item.
I£ the trench bottom is rock, the trench shall be excavated as directed in
Part II, Section 11.
13. PIPE SEWERS IN STANKS OR SHORT TUNNELS:
Pipe sewers shall be constructed in stanks or short tunnels where
required on the plans or where requested by the Contractor and approved
by the Engineer. The top of the tunneled length shall slope upwards to each
entrance to permit adequate backfilling. The tunneled portions shall be
sufficiently large to allow adequate working room at the sides and above
the pipe to be installed.
The tunnel bottom shall be shaped as nearly as practicable to the
bottom of the pipe with provision for pipe bells. A bedding of crushed
limestone and screenings shall be placed to fill any irregularities in shap-
ing and to ensure a uniform continuous bearing for the pipe barrel at the
required elevation without load on the pipe bells. After firmly bedding
and jointing the pipe, the crushed limestone and screenings shall be solidly
packed around the pipe to the level of the top of the pipe. The remaining
space above the top of the pipe shall be packed solidly with tamped earth
free from debris, rocks, lumps or organic matter or, at the election of
the Contractor, with tamped limestone and screenings or compacted sand-
cement mix.
The Contractor shall carry out the work of stanking in a safe pru-
dent manner to avoid endangering human life or property.
II-6
14. PIPE LAYING:
Pipe shall be laid with the bell or socket uphill to the line and grade
given by the Engineer on a prepared subgrade excavated and shaped as re-
quired. The prepared subgrade shall be kept free from water during the
laying of the pipe. Line and grade shall be maintained by the use of no less
than three batter boards set at 25-foot intervals.
As the work progresses, the interior of the sewer shall be cleaned
of all dirt or debris of any description.
Pipe shall be laid through line manholes, and the upper half removed
after the invert is completed, unless half-pipe is used.
For vitrified clay pipe, the pipe shall be so handled and stored that
the jointing material will not be deformed or damaged. The joints shall be
connected by first brushing the proper lubricant sealer on the clean mating
surfaces as recommended by the pipe manufacturer. The spigot end shall
be centered on grade into the bell end of the downstream pipe and shoved
"home". The pipes shall be joined not later than five minutes after the ap-
plication of the lubricant sealer.
15, WYE JUNCTIONS:
There is shown on the plans the approximate location of the e
P PP v'Y
junctions to be provided. The Engineer may change the location of the wyes
and may order additional wyes installed if such changes or additions are
necessary.
Riser pipes for future connections shall be installed at each wye
junction where necessary to reduce the depth of the connection to a maxi-
, mum of 8 feet. The wye junction and riser shall be reinforced by placing
Class B concrete cradle carefully around the pipe, junction and bend to
the limits as shown on the plans. Wye junctions and risers installed for
future use- shall be sealed with plates, jute and joint sealer.
Excavation in this case will be paid for at the bid price for A Trench
Excavation", limited to the payline width. Pipe and fittings will be paid
for as indicated in Part III, "Payments",
16. CONCRETE ENCASEMENT:
Encasement of the pipe where required by the plans shall be of Class
B concrete of the dimensions shown on the detail on Sheet 7. The concrete
may be placed against the undistrubed earth sides and bottom of the trench.
Side forms may be used if necessary. Horizontal joints will not be per-
mitted in unreinforced encasement. Pipe shall be supported and held in
II-7
place before and during placing of concrete. The trench shall be kept dry
and free of water until the concrete has set and can not be damaged by water.
® Backfill above the top of encasement to a level one foot above the top of pipe
® shall be carefully compacted select job excavated material. This compacted
backfill below a level one foot above the pipe shall not be placed until 12
hours after the concrete encasement has been completed.
17. BACKFILLING:
The backfilling of the completed pipe sewers shall commence immedi-
ately upon the completion of the sewer, with care being taken that the opera-
tion of backfilling does not disturb the pipe joints. The initial backfill over
and around pipe sewers to the undisturbed sides of the trench shall be placed
in 6-inch layers which shall be thoroughly hand-tamped to an elevation not
less than one foot above the extrados of the pipe. The material used for this
initial backfilling shall be the excavated natural soil free from all other for-
eign substances such as debris, rocks, lumps or organic matter. No walk-
ing over the completed pipe sewer will be allowed until the backfill has been
carried to at least one foot above the top of the sewer. In lieu of tamping the
backfill, the Contractor may, at his own option and at his own expense, com-
plete the backfill to one foot above the top of the sewer with crushed rock for
bedding. Completion of backfilling shall be in accordance with Part II,• Sec-
tion 2 or Section 18.
Backfill in open fields may be completed without further compaction
above one foot over the extrados, or without flushing. The fill shall be
mounded over the trench to allow for future settlement.
18. GRANULAR BACKFILL:
Backfill of the trench crossing beneath concrete, asphaltic concrete
or bituminous macadam pavement shall be made with granular materials
compacted in 6-inch layers from the level one foot above the top of pipe up
to the subgrade elevation of the pavement.
19. MANHOLE CONSTRUCTION:
Manholes shall be built of brick and/or concrete to the dimensions
and at the locations as shown on the plans or as directed by the Engineer,
as rapidly as the construction of the sewer will permit. All bricks in each
course shall be headers and break joints with those in the adjoining course.
Each brick shall have full mortar joints on the bottom and sides, which
shall be formed at one operation by placing sufficient mortar on the bed
and forcing the brick into it. Horizontal joints shall not exceed 3/8-inch
and vertical joints on the inside of the manholes shall not exceed 1/4-inch.
' II-8
The mortar for the brick work of the manholes shall be made of one
part of portland cement and three parts of sand, complying with the fine
aggregate specifications described in Part I, Section 4. The sand and ce-
ment shall be thoroughly mixed dry, and the necessary quantity of clean
water shall be added so as to produce a stiff mortar of the proper consist-
ency, which mix shall be thoroughly worked with proper tools.
All ,points on the inside of the manholes are to be carefully rubbed
full and struck as the manhole is built up. Upon completion of each man-
hole, all waste mortar and debris shall be immediately removed from the
bottom and the invert shaped to the dimensions shown on the plans and all
bottom joints struck or pointed. The jointing of the brick work shall be such
that the manhole will be watertight so that no ground water infiltration through
the manhole joints will occur. The outside of the manhole shall be covered
with a mortar plaster coat 1/2 inch thick.
A single rowlock shall be turned over all incoming and outgoing pipes
in all brick manholes.
The inverts of all manholes located at changes in alignment of the
sewer shall be shaped to the incoming and outgoing pipes and smoothly
curved from pipe to pipe to the springline.
All concrete in brick manholes shall be Class B.
On line manholes, pipe shall be laid through the manhole and the
upper half removed after the invert has been completed. Half pipe may he
used.
No manhole steps shall be installed in the manholes.
As an alternate, manholes may be built of Class A concrete, pre-
, cast or poured in place. Plans for concrete manholes must be approved
by the Engineer. Forms may be of'steel or clean lumber, assuring a smooth
finished surface.
Manholes shall be covered with standard cast iron frames and cov-
ers, as herein specified. Frames shall be set in place and closed with a
cover conforming to the detail shown on the plans.
20. STUBS IN MANHOLES:
There is shown on the plans the approximate location of stubs at
manholes to be provided for future connections. The Engineer may change
the location of such stubs and may order additional stubs installed if the
improvements along the line of the work make such changes or additions
necessary. The stubs shall be closed with a tile plate or stopper satis-
factorily cemented so as to prevent ground water infiltration through the
stub.
' II-9
21, INFILTRATION TESTS:
® All sewer lines shall be so laid that infiltration is held to a minimum
® and shall be subject to either or both of the following determinations for leak-
age. First, where sewer lines are below the ground water table, and there-
fore subject to infiltration, the Contractor may be required to measure the
infiltration, at points designated by the Engineer, with a weir or other suit-
able measuring device, and the infiltration actually occurring shall not ex-
ceed 500 gallons per inch of diameter per mile of pipe below the water table
per day. Second, at the option of the Engineer, the Contractor may be re-
quired to test any section of sanitary sewer between two successive struc-
tures by closing the lower end of the sewer to be tested and the inlet sewer
of the upper structure with proper plugs and filling the pipe and structure with
water to a point 4 feet above the invert of the open sewer in the upper struc-
ture. In the case of shallow manholes where there is not 4 feet of straight
section above the inverts, then the test may be conducted by filling the upper
structure to the highest point above the open invert which is still within the
straight section of the structure. In no event will this pressure test be re-
quired where the difference in elevation between the invert of the upper struc-
ture and the invert of the lower structure exceeds 10 feet. The allowable
® lea;:;age will be computed by the Formula: 1
D = 0. 000018L x (Hd)7Z
in which "D" is the allowable drop in feet per minute in height of water in the
upper manhole; "L" is the length of the section tested in feet, including the
length of house connections; "d" is the nominal diameter in-inches of the pipe
tested: and "H" is the difference in elevation in feet between the invert of the
closed sewer in the lower structure and the surface of the water in the upper
structure.
If exfiltration or infiltration, as shown by either of the above tests,
is greater than that allowed the lines shall be repaired, and if necessary
relaid, until all joints shall hold satisfactorily under the test, except that
in the case of the exfiltration test 20 per cent of the lines tested may have
50 per cent greater leakage than that allowed by the Formula. In addition
to meeting the infiltration and exfiltration tests above outlined, should any
single leak become apparent during tests, it shall be properly repaired.
A sufficient number of tests will be required to determine the adequacy of
the Contractor's method of laying and jointing sewer pipe.
The Contractor shall test the sewer lines as they are completed.
Not more than 2, 000 feet of pipe shall be laid between tests except with the
permission of the Engineer. Should the Contractor fail to make the tests
required by the Engineer, pipe laying operations shall be interrupted until
sufficient tests have been completed by the Contractor.
II-10
No direct payment for any costs involved in conducting these tests
and in fully meeting the requirements of this specification shall be made.
Such costs shall be considered as included in the bid prices for pipe in-
' stallation.
All water required for the tests shall be furnished ,and paid for by
the Contractor.
It should be noted that the sewers to be constructed in this contract
will have no natural outlets. The Contractor shall bear the cost of remov-
ing the infiltration or exfiltration test water from the sewers during the
period of the tests.
II-11
TECHNICAL SPECIFICATIONS
PART III
PAY MENTS
1. TRENCH EXCAVATION:
Payment for excavation, including backfill and surplus disposal
shall be made at the price bid per cubic yard for "Class A Trench Exca-
vation" or "Class B Trench Excavation" (including backfill and surplus
disposal), which shall be full compensation for all of the work hereinbe-
fore specified under 'Trench Excavation". Payment shall cover the whole
cost of furnishing all equipment, labor, tools, materials and all other in-
cidentals which may be necessary for carrying out the necessary excava-
tion, pumping and fluming, and taking care of dry and storm water flows,
protecting adjacent improvements, backfilling, including tamping of the
backfill as herein specified, maintaining temporary macadam or gravel
surface in satisfactory safe condition for use by traffic until the perma-
nent pavement restoration is carried out, disposing of the surplus excavated
materials, and cleaning up of the site, including the furnishing, placing and
removing of all sheeting and bracing which may be necessary during con-
struction, but which is not ordered left in place and which is removed as
the backfill is being carried out.
a. Class A Excavation. Class A material is any material such as
solid limestone or hard stone in original bed or well-defined ledges, large
boulders, detached pieces of limestone or hard stone, or mass concrete
more than 9 cubic feet in volume, any of which cannot be removed by heavy
equipment without drilling and blasting or wedging.
Payment for Class A trench excavation shall be for the volume cal-
culated on the basis of the payline width of the trench, as herein specified
for the various sizes of pipe sewers, the actual depth of rock removed or
the depth from the upper rock surface to an elevation 6 inches below the
required bottom of the sewer, whichever is the lesser, and the actual length
of rock removed, up to the distance between centers of manholes.
b. Class B. Excavation. Class B material is any material not in-
cluded in Class A excavation.
Payment for Class B trench excavation shall be for the volume cal-
culated on the basis of the payline width of the trench as herein specified for
the various sizes of pipe sewers, the actual depth of Class B material re-
moved, or the depth from the surface to the sewer flowline, whichever is the
lesser, and the length between centers of manholes.
III-1
Payline widths for Trench Excavation for Pipe which are to be used
in calculating the' volume of excavation performed under this Contract:
Size of Sewer in Inches Payline Width of Trench
8 2 feet - 4 inches
2. MANHOLES:
Payment for manholes will be made at the price bid for 'Manholes,
Complete in Place", for the various types and ranges in depth as measured
from flowline of manhole at center to top of cast iron frame. The manhole
complete shall include additional excavation beyond the trench payline width,
and the cast iron frame and cover in place. The payment shall cover the
whole cost of furnishing labor, materials, tools and all other incidentals
which may be necessary for constructing, complete in place, the entire
manhole to the dimensions as shown on the plans.
Payment for drop manholes will be made at the lump sum price bid
for each drop manhole.
3. PIPE SEWERS:
Payment for pipe sewers of the articular size and type installed
Y PP P
which shall be constructed to the grades as shown on the plans, and in ac-
cordance with these detailed specifications, will be made at the price bid
per lineal foot for each particular size and type sewer installed. Payment
for each line of the sewer will be made in accordance with the final measure-
ment of the particular line, such measurement to be the actual length between
the centers of manholes at each end of the pipe. These payments shall cover
the entire cost of furnishing all materials, labor, equipment and tools, all
other incidentals which may be necessary for constructing the sewer com-
plete in a trench, in accordance with the detailed plans and these specifica-
tions.
4. PIPE STUBS IN MANHOLES:
As shown on the plans, pipe stubs of the size shown or as ordered
by the Engineer are to be set in manholes. Payment for furnishing the stubs,
including stoppers cemented in place, will be made at the price bid per "Pipe
Stub in Manhole" of the size used. This payment shall cover the whole cost
of constructing, complete in place, the pipe stub and stopper where ordered.
5. CRUSHED ROCK:
Crushed rock and screenings for subgrade replacement and for bed-
ding that is ordered by the Engineer shall be paid for at the price bid per
cubic yard for "Crushed Rock", which payment shall cover the whole cost
III-2
of furnishing all materials, labor, equipment, tools and all other incidentals
which may be necessary for furnishing and placing the rock and screenings.
The volume to be paid for under this item shall be limited to that volume
computed within the payline widths and for the depths as ordered placed by
the Engineer. No payment will be made, however, for rock and screenings
ordered placed because of excess excavation by the Contractor.
6. GRANULAR FILL:
Payment for granular fill will be made at the bid price per cubic
yard for the volume in place after final compaction, computed from the
actual length of trench filled, the width equal to the payline width for the
given pipe, and a depth equal to the average distance from subgrade eleva-
tion to a point one foot above the extrados of the pipe.
7. CONCRETE:
All Class A concrete shall be included in the price for the various
structures in which it is used and will not be measured or paid for separately.
Class B concrete for encasement required where shown on the plans
or as directed by the Engineer shall be paid for at the price bid per cubic
yard for Class B concrete, which payment shall cover the whole cost of
furnishing all materials, labor, equipment, tools, and all other incidentals
which may be necessary for furnishing and placing the Class B concrete.
The volume to be paid for encasement under this item shall be as follows:
Nominal Size of Sewer Cubic Feet of Class B Concrete
(Inches) Encasement per Lineal Foot of Sewer
8 2. 70
Class C concrete for bedding in rock trenches for the various size
sewers shall be measured and paid as tabulated below:
Nominal Size of Sewer Cubic Feet of Class C Concrete
(Inches) Bedding per Lineal Foot of Sewer
8 1. 08
Additional Class C concrete placed as trench fill as shown on the
plans or as directed by the Engineer shall be paid for as calculated by the
payline width and the length and depth of the trench filled.
The cost for Class C concrete shall cover the whole cost of furnish-
ing all materials, labor, equipment, tools, and all other incidentals which
may be necessary for furnishing and placing the Class C concrete.
III-3
8
WYE JUNCTIONS:
Payment for wye junctions will be made in addition to payment for
the pipe on which the wye is placed and shall include furnishing, placing,
and sealing temporary covers or making the connection with existing pipe
where such pipe is to be connected.
9. PIPE SPECIALS:
Pipe curves will be paid for wherever risers are required.
10. RISERS:
Payment for risers will be made for pipe required to reduce the
depth of wye connections to less than 8 feet.
11. LUMBER ORDERED LEFT IN TRENCH:
Lumber may be ordered left in place by the Engineer where the
proximity of the existing improvements or utilities would make such addi-
tional protection necessary. Payment for all lumber left in place as or-
dered by the Engineer will be paid for at the price bid per MFBM for
"Lumber Ordered Left in Trench" which payment shall cover the whole
cost of furnishing all material, labor, equipment, tools and ,all other in-
cidentals which may be necessary for. placing the lumber in the trench.
This payment shall not cover the cost of furnishing, placing and removing
lumber used for bracing during construction, which need not remain in
place upon completion of the backfill. Payment for lumber used as, tem-
porary bracing shall be included in the price bid per cubic.yard for. "Trench
Excavation".
12. ASPHALTIC CONCRETE :PAVEMENT_
Payment for the removal and restoration of asphaltic concrete shall
be limited to an area calculated on a width equal to the trench payline widths
herein specified for the particular size of sewer installed, multiplied by the
length of pavement restored. Payment will be made at the price bid per
square yard for "Restoration of Asphaltic Pavement", which payment shall
include the whole cost of removing the existing pavement within cut straight
lines, disposing of the material removed from the line of work and/or pre-
, paring the subgrade, furnishing of plant, labor, materials,. tools and all
other incidentals which may be necessary for constructing the pavement.
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13. CONCRETE CURB:
Payment for the removal and restoration of concrete curb will be
made at the price bid per lineal foot for "Restoration of Concrete Curb",
which payment shall cover the whole cost of removing the curb and laying
the new sections as required. Curbs paralleling the sewer trench will not
be measured or paid. for unless it falls within a distance equal to one-half
the payline width of the trench involved.
J
III-5
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Section 3. This ordinance shall take effect and
be in force from and after its passage and approval .
7
Passed:, _�
rest Te nt of Council yor
Attest:
City Clerk
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