Addendum.pdf

ACKNOWLEDGEMENT FORM

FOR

ADDENDUM NO. 1

TO

PLANS AND SPECIFICATIONS

FOR

Southgate Road Box Culvert Replacement F-2406C

Instructions:

Please acknowledge receipt of this addenda issued with this solicitation by completing this addendum acknowledgement form. Failure to acknowledge addenda may result in bid disqualification.

Acknowledgement:

I hereby acknowledge receipt of the above addenda and have made any necessary revisions to the bid, plans and/or specifications, etc.

I understand that failure to confirm the receipt of addenda may be cause for rejection of this bid.

I further understand that any verbal representation made or assumed to be made during any oral discussion is not binding. Only the information issued in writing and added to the specifications by an official addendum is binding.

Company

Signature Date

Print

Note:

This addendum acknowledgement should be submitted with the bid in order for the bid to receive acknowledgement.

PROPOSAL

Addendum Proposal – Page 1

TO: The Honorable Mayor and Board of Commissioners The City of Enid, Garfield County, Oklahoma

Pursuant to the notice inviting proposals, the undersigned bidder herewith submits his proposal.

He declares he has carefully examined the Plans, Specifications and forms of Contract and bonds as set forth in the proceedings for:

Southgate Road Box Culvert Replacement

F-2406C and that he has reached a full understanding of everything required on said Plans and Specifications, and that he has informed himself as to the kind and quantities of various materials to be furnished and/or the nature and location of the work to be done, and all other matters affecting the work.

The undersigned bidder proposes and agrees that if his proposal is accepted, to enter into contract with THE CITY OF ENID, on forms prescribed, with approved sureties, within seven (7) days, after notice of award to execute the Contract, and to furnish to the City a satisfactory Performance and Statutory Bond in the sum of 100% of the contract price, guaranteeing the faithful performance of the work and payment of bills.

To do any extra work not covered by the following schedule of prices or stipulated lump sum price which may be ordered by the Engineer and to accept as full compensation therefor such prices as may be agreed upon in writing by the Engineer and the Contractor in accordance with Section 108.04 of the General Provisions.

It is further agreed that the Contractor shall begin the work on the date as provided in these Specifications and to prosecute said work in such a manner as to complete all work contracted for within the number of calendar days submitted in the bid.

The Contractor shall take out and maintain public liability and OCP insurance in accordance with Section

106.25 of the General Provisions of the Specifications. A copy of said Specifications is now on file in the Office of the City Clerk of the City of Enid.

Upon completion of the Contract, the Contractor shall furnish to the City a satisfactory Maintenance Bond in the amount of 100% of the final contract price, guaranteeing the maintenance of the work for a period of THREE (3) years after acceptance by the City.

Accompanying this proposal is a proposal guaranty for 5% of the total bid, payable to the CITY OF ENID, OKLAHOMA, which is to be forfeited, as liquidated damages, if, in the event that this proposal is accepted, the undersigned shall fail to execute the contract and furnish satisfactory contract bond under the conditions and within the time specified in this proposal. Otherwise said proposal guaranty is to be returned to the undersigned.

Project Name: Southgate Road Box Culvert Replacement Project No.: F-2406C

Addendum Proposal – Page 2

Base Bid

Line No. Bid Item Description Quantity Unit Unit Price Extended Price

1 Mobilization 1 LS

2 Construction Staking 1 LS

3 Bonds & Insurance 1 LS

4 Cleaning &Grubbing 1 LS

5 Excavation Unclassified 401 CY

6 Borrow Unclassified 116 CY

7 Erosion control 1 LS

8 Corrugated Steel 6 FT. Dia pipe complete in place including fixtures 128 LF

9 72" CGMP End section complete in place 4 EA

10 #57 Aggregate base 298 CY

11 Type A aggregate 52 TON

12 8" P.C.C pavement complete in place 80 SY

13 RCC curbs 60 LF

14 Rip rap Grouted 192 SY

15 Type A Rip rap 24" thick 50 SY

Removal of Existing wooden bridge including footings, wings etc. complete with hauling as directed by the Engineer. 1 LS

17 Solid Slabs Sodding 200 SY

18 Traffic Control 1 LS

Base Bid Total

Contract Time (Calendar Days)

Total Base Bid in Words:

Project Name: Southgate Road Box Culvert Replacement Project No.: F-2406C

Addendum Proposal – Page 3

A Bidder's Bond, Certified or Cashier's Check is enclosed in the amount of $______________, as required.

STATE OF )

) SS:

COUNTY OF )

___________________________________; of lawful age, being first duly sworn, upon his oath, deposes and says, that he executed the accompanying bid on behalf of the bidder named therein for the construction of the above improvement in THE CITY OF ENID, OKLAHOMA, that he had lawful authority so to do and that the bidder has not been a party to any collusion among bidders in restraint of freedom of competition by agreement to bid at a fixed price or to refrain from bidding; or with any State or City official or employee as to quantity, quality, or price in the prospective contract, or any other terms of said prospective contract; or in any discussions between bidders and any State or City officials concerning exchange of money or other thing of value for special consideration in the letting of a contract; said bidder has neither directly nor indirectly entered into any agreement, express or implied, with any bidder or bidders, having for its object the controlling of the price or amount of such bid or bids, the limiting of the bids or bidders, the parceling or farming out to any bidder or bidders, or other persons of any part of the contract or any part of the profits thereof and that he has not and will not divulge the sealed bid on such public improvement to any person whatsoever, except those having a partnership or other financial interest with him in said bid or bids, until after the sealed bid or bids are opened.

If partnership, give name and address of each partner

By:

Address:

Email:________________________________________

Incorporated under the laws of the State of:

Subscribed and sworn to before me this _____ day of _______________________, 20____.

Notary Public

(SEAL)

My Commission Expires:

U/S

D/S

30'-0"

3A

File: F-2406

F C

S o u t h g a t e

R o a d

B o x

C u l v e r t

R e p l a c e m e n t

00 10' 20'

F u t h g a t e

R o a d

B o x

C u l v e r t R e p l a c e m e n t

AutoCAD SHX Text

DOUBLE 6 FT. DIA X 64' CGMP

AutoCAD SHX Text

72" CGMP END SECTION PER ODT. STANDARD DRG. PCS-4 ( TYP)

AutoCAD SHX Text

EXISTING WOODEN CULVERT.

AutoCAD SHX Text

FIBEROPTIC CABLE

AutoCAD SHX Text 401 West Owen K. Garriott Road

AutoCAD SHX Text P.O. Box 1768

AutoCAD SHX Text Enid, Oklahoma 73702

AutoCAD SHX Text Date:

AutoCAD SHX Text Scale:

AutoCAD SHX Text Cad File:

AutoCAD SHX Text Drawn By:

AutoCAD SHX Text Designed By:

AutoCAD SHX Text Approved By:

AutoCAD SHX Text Sheet:

AutoCAD SHX Text of

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text Number

AutoCAD SHX Text Date

AutoCAD SHX Text Description

AutoCAD SHX Text The City Of Enid

AutoCAD SHX Text Tele: (580) 234-0400 Fax: (580) 234-8946

AutoCAD SHX Text %%uContacts:

AutoCAD SHX Text Project Number:

AutoCAD SHX Text Project Location:

AutoCAD SHX Text Engr. Seal:

AutoCAD SHX Text Sheet Title:

AutoCAD SHX Text Project Title:

AutoCAD SHX Text

AutoCAD SHX Text 1" =

AutoCAD SHX Text

KM

AutoCAD SHX Text

KM

AutoCAD SHX Text

JU

AutoCAD SHX Text Kamalakar Maraboyina Project Engineer

AutoCAD SHX Text Jason T. Unrugh, P.E., City Engineer

AutoCAD SHX Text

SURVEY DRAWING

AutoCAD SHX Text H:\CIP\FCP\F-2406 Southgate Road Box Culvert Replacement\6. Plans and Specs\a. Design\i. Process\Civil 3d-Project\Source Drawings

AutoCAD SHX Text March. 2024

AutoCAD SHX Text F-2406C

AutoCAD SHX Text Murali Katta, P.E., Diroctor of Engineering

U/S

D/S

-0+10 0+00

0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80

1+00

1+10

1+20

GRADE BREAK STA = 0+00.00

ELEV = 381.099

GRADE BREAK STA = 0+30.48

ELEV = 381.225

STA:0+49.69

ELEV:1249.34

STA:0+49.67

ELEV:1238.61

STA:0+49.67

ELEV:1239.61

STA:0+49.67

ELEV:1250.00

CL

-0+30

-0+20-0+10

0+00

0+100+200+300+400+500+600+700+80

0+90

STA:0+28.00

ELEV:1239.60

STA:0+66.45

ELEV:1239.22

STA:-0+10.93

ELEV:1239.99

STA:0+28.00

ELEV:1250.00

STA:0+28.02

ELEV:1245.29

STA:0+28.00

ELEV:1248.32

CL

S L O

P E

U/S

D/S

U/S

D/S

20'-0"

File: F-2406

F u t h g a t e

R o a d

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C u l v e r t

R e p l a c e m e n t

00 20' 40'

F u t h g a t e

R o a d

B o x

C u l v e r t R e p l a c e m e n t

PROFILE ALONG CL OF ROAD

PROFILE ALONG CL OF STREAM

PLAN

PLAN BEDDING & RIP RAP

AutoCAD SHX Text

DOUBLE 6 FT. DIA X 64' CGMP

AutoCAD SHX Text

72" CGMP END SECTION PER ODT. STANDARD DRG. PCS-4 ( TYP)

AutoCAD SHX Text

EXISTING WOODEN CULVERT.

AutoCAD SHX Text

SELECTIVE FILL

AutoCAD SHX Text

6 FT. DIA CGMP

AutoCAD SHX Text

#57 AGGREGATE 12" THICK

AutoCAD SHX Text

25'4"X30'PROP. CONCRETE PAVEMENT 8" THICK

AutoCAD SHX Text

TYPE A AGGREGATE UNDER PAVEMENT 12" HICK

AutoCAD SHX Text

#57 AGGREGATE (TYP.)

AutoCAD SHX Text

72" CGMP END SECTION PER ODT. STANDARD DRG. PCS-4 ( TYP)

AutoCAD SHX Text

DOUBLE 6 FT. DIA X 64' CGMP

AutoCAD SHX Text

TYPE A AGGREGATE UNDER PAVEMENT 12" HICK

AutoCAD SHX Text

SELECTIVE FILL

AutoCAD SHX Text

#57 AGGREGATE 12" THICK

AutoCAD SHX Text

24" THICK GROUTED RIP RAP ON SLOPS ( TYP.)

AutoCAD SHX Text

24" THICK RIP RAP( TYP.)

AutoCAD SHX Text

8" HEIGHT CURB & GUTTER AS PER STANDARD ATTACHED ( SEE SHEET # 5)

AutoCAD SHX Text

25'4"X30'PROP. CONCRETE PAVEMENT 8" THICK

AutoCAD SHX Text

72" CGMP END SECTION PER ODT. STANDARD DRG. PCS-4 ( TYP)

AutoCAD SHX Text

#57 AGGREGATE 12" THICK

AutoCAD SHX Text

DOUBLE 6 FT. DIA X 64' CGMP

AutoCAD SHX Text

24" THICK RIP RAP( TYP.)

AutoCAD SHX Text

24" THICK GROUTED RIP RAP ON SLOPS ( TYP.)

AutoCAD SHX Text 401 West Owen K. Garriott Road

AutoCAD SHX Text P.O. Box 1768

AutoCAD SHX Text Enid, Oklahoma 73702

AutoCAD SHX Text Date:

AutoCAD SHX Text Scale:

AutoCAD SHX Text Cad File:

AutoCAD SHX Text Drawn By:

AutoCAD SHX Text Designed By:

AutoCAD SHX Text Approved By:

AutoCAD SHX Text Sheet:

AutoCAD SHX Text of

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text Number

AutoCAD SHX Text Date

AutoCAD SHX Text Description

AutoCAD SHX Text The City Of Enid

AutoCAD SHX Text Tele: (580) 234-0400 Fax: (580) 234-8946

AutoCAD SHX Text %%uContacts:

AutoCAD SHX Text Project Number:

AutoCAD SHX Text Project Location:

AutoCAD SHX Text Engr. Seal:

AutoCAD SHX Text Sheet Title:

AutoCAD SHX Text Project Title:

AutoCAD SHX Text

AutoCAD SHX Text 1" =

AutoCAD SHX Text

KM

AutoCAD SHX Text

KM

AutoCAD SHX Text

JU

AutoCAD SHX Text Kamalakar Maraboyina Project Engineer

AutoCAD SHX Text Jason T. Unrugh, P.E., City Engineer

AutoCAD SHX Text

PLAN & PROFILE SHEET

AutoCAD SHX Text H:\CIP\FCP\F-2406 Southgate Road Box Culvert Replacement\6. Plans and Specs\a. Design\i. Process\Civil 3d-Project\Source Drawings

AutoCAD SHX Text March. 2024

AutoCAD SHX Text F-2406C

AutoCAD SHX Text Murali Katta, P.E., Diroctor of Engineering

AutoCAD SHX Text

AutoCAD SHX Text 5/17/24

Added details containers, or rubber tires, or rubber or other similarly combustible materials without a permit.

2,500 cu.ft. gross volume of combustible empty packing cases, boxes, barrels or similar Section 502.3.1 - No person shall store in any building or upon any premises in excess of Mulch storage must comply with the following section of the standard fire prevention code.

Mulch:

water systems is a violation of Federal, State, and Local ordinances.

Porta-Johns in to storm inlets or receiving bodies of water. Runoff from Porta-Johns into Keep Porta-Johns away from storm drain inlets and receiving bodies of water or rinsing of

Waste Disposal transferred to a sealable plastic bin to avoid spills.

will be in a covered shed. The contents of any partially used bags of fertilizer will be Once applied, fertilizer will be worked into the soil to limit exposure to storm water. Storage Fertilizer used will be applied only in the minimum amounts recommended by the manufacturer.

Fertilizers:

trucks onsite.

Concrete Trucks will not be allowed to washout or discharge surplus concrete or drum wash Concrete Trucks:

manufacturer's instructions or State and local regulations.

not be discharged to the storm sewer system, but will be disposed of properly according to All containers will be tightly sealed and stored when not required for use. Excess Paint will

Paints:

will be applied according to the manufacturer's recommendations.

an earthen berm as a secondary protective measure. Any Asphalt substances used onsite which are clearly labeled. Any petroleum to be stored in tanks will be surrounded by reduce the chance of leakage. Petroleum products will be stored in tightly sealed containers All onsite vehicles will be monitored for leaks and receive regular preventive maintenance to

Petroleum Products:

Product Specific Practices

Filter fabric

Rip-Rap

Check Dam continuing education units, or an equivalent course approved by EPD.

PERSONNEL means a person who has successfully completed an erosion and sediment control short course eligible for Inspections shall be conducted under the supervision of the Primary Permittee by "Qualified Personnel." QUALIFIED impacts to receiving waters control measures are effective in preventing significant Accessible Discharge Points - ensure that erosion receiving waters preventing significant impacts to measures are effective in ensure that erosion control Accessible Discharge Points -receiving waters the drainage system and the potential for pollutants entering Inspect for evidence of, or of the Primary Permittee to revise the methods used to control erosion & sedimentation onsite.

as practical and no later than (7) seven days after the inspection. The plans must be kept current. It is the responsibility damage or deficiencies in the control measures on the provided report form. The Operator shall repair any damage as soon Record Keeping A report shall be made after each inspection summarizing the results. The Inspector must record any

Final Stabilization All areas which have undergone

Metal Studs Roofing Material' Wood/Masonary Cleaning Solvents

Tar

Detergents Concrete

All Erosion Control Measures

Notice of Termination

Monthly and/or until

24hrs of 0.5 Storm Event or greater

Construction Exit

THE REPORT FORM TO BE COMPLETED IS ATTACHED TO PLANS

A MAINTENANCE REPORT WILL BE MADE AFTER EACH INSPECTION. A COPY OF

spots, washouts and healthy growth Temporary and Permanent Seeding - inspect for bare

Diversion Dikes - inspect and repair any breaches when sediment reaches 10% of design capacity Sediment Basin - inspect for depth of sediment, remove place and all posts secure Inspect Silt Fence for tears, see that fabric is firmly in when it reaches 1/2 the height of the fence.

Silt Fence - sediment shall be removed from silt fence

All Erosion Control Measures

Weekly and/or within

Materials Other Hazardous

Paint Fertilizer Petroleum potential pollutants:

Storage Areas for

Construction Exit

Daily

Inspection and Maintenance Procedures

MAJOR SOIL DISTURBANCE ACTIVITY

Tree Protection as Required

Sedimentation Ponds and Landscaping Sediment Control &

Removal of Temporary Permanent Grassing

Permanent Grassing

Maintain and

Monitor

Erosion Control

Walkways

Finish grading

Removal

Cut and Fill Activity

Foundations

Concrete Channel

Check Dam

Rip-Rap

Filter fabric

BMP

Stockpiling

Earthwork

Grading

Utility Lines

Topsoil

DISTURBANCE

SOILCONSTRUCTION

ACTIVITY

Clearing and Grubbing

Topsoil Removal

Tree Removal-as necessary

SEEDING REQUIREMENTS

Spring-Summer Bushel/acre

Area

Sowing Season Species

Seed

Fertilizer lbs/Acre

Bermuda Spriging

450 lbs. (10-20-10)

Permanent Channel and Embankments 6" TO 8"

EXTRA STRENGTH FILTER FABRIC

NEEDED WITHOUT WIRE MESH SUPPORT

10' MAXIMUM SPACING WITH

WIRE SUPPORT FENCE

6' MAXIMUM SPACING WITHOUT

WIRE SUPPORT FENCE

STEEL OR WOOD POST

36" HIGH MAXIMUM

NOTES:

1. MUST BE INSTALLED PROPERLY TO AVOID NOTICE OF

VIOLATION.

2. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO

MAXIMIZE POUNDING EFFICIENCY.

3. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT

AND REMOVE SEDIMENT WHEN NECESSARY. 9" MAXIMUM

RECOMMENDED STORAGE HEIGHT.

4. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA

THAT WILL NOT CONTRIBUTE TO SEDIMENT OFF-SITE AND

CAN BE PERMANENTLY STABILIZED.

12" MIN.

6" X 8" TRENCH WITH

COMPACTED BACKFILL

TRENCH DETAIL

3/4" MINIMUM

DRAIN ROCK

FLOW

ATTACH FILTER FABRIC

SECURELY TO UPSTREAM

SIDE OF POST

PONDING HEIGHT

STEEL OR

WOOD POST

3/4" MINIMUM

DRAIN ROCK

INSTALLATION WITHOUT TRENCHING

9" MAXIMUM

STORAGE

HEIGHT

12" MIN.

8"

PONDING HEIGHT

FLOW

FLOW

SILT FENCE DETAILS

SILT DAM UNIT CUT SECTION

POINT 'A'

NOTES:

1. STAPLES SHALL BE PLACED WHERE THE UNITS OVERLAP AND IN THE

CENTERS OF THE 7' UNIT AS SHOWN IN DETAILS.

2. POINT 'A' MUST BE HIGHER THAN POINT 'B' TO ENSURE THAT THE WATER

FLOWS OVER THE DAM AND NOT AROUND THE ENDS.

DETAIL A--A

FLOW

3' TO 6"

TRENCH

FOAM

F

L

O

W

B

F

L

O

W

A

DETAIL B--B

POINT 'B'

R

O

A

D

W

A

Y

A

B

AutoCAD SHX Text 6"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 30"

AutoCAD SHX Text 22"

AutoCAD SHX Text 4"

AutoCAD SHX Text 4"

AutoCAD SHX Text d + 8"

AutoCAD SHX Text d

AutoCAD SHX Text 1"

AutoCAD SHX Text d

AutoCAD SHX Text

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AutoCAD SHX Text 3/4" o DEFORMED BARS 2'-6" LONG

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SHALL BE REQUIRED IN COMMERCIAL

AutoCAD SHX Text

AND INDUSTRIAL SUBDIVISIONS AND

AutoCAD SHX Text

ARTERIAL STREETS CENTERED AT

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EXPANSION JOINTS & END OF CURB

AutoCAD SHX Text

FOR FUTURE EXTENSIONS.

AutoCAD SHX Text

TOOL EDGE 1/2"R

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COMBINED CURB & GUTTER DETAIL

AutoCAD SHX Text 2"R

AutoCAD SHX Text 2"R

AutoCAD SHX Text 401 West Owen K. Garriott Road

AutoCAD SHX Text P.O. Box 1768

AutoCAD SHX Text Enid, Oklahoma 73702

AutoCAD SHX Text Date:

AutoCAD SHX Text Scale:

AutoCAD SHX Text Cad File:

AutoCAD SHX Text Drawn By:

AutoCAD SHX Text Designed By:

AutoCAD SHX Text Approved By:

AutoCAD SHX Text Sheet:

AutoCAD SHX Text of

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text Number

AutoCAD SHX Text Date

AutoCAD SHX Text Description

AutoCAD SHX Text The City Of Enid

AutoCAD SHX Text Tele: (580) 234-0400 Fax: (580) 234-8946

AutoCAD SHX Text %%uContacts:

AutoCAD SHX Text Project Number:

AutoCAD SHX Text Project Location:

AutoCAD SHX Text Sheet Title:

AutoCAD SHX Text Project Title:

AutoCAD SHX Text Mach 2024

AutoCAD SHX Text

SEE FILE

AutoCAD SHX Text

KM

AutoCAD SHX Text

KM

AutoCAD SHX Text

JU

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SW3P DETAIL

AutoCAD SHX Text F-2406C

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ENID, OKLAHOMA

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ENID, OKLAHOMA

AutoCAD SHX Text

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AutoCAD SHX Text Murali katta., Director of Engineering

AutoCAD SHX Text Jason Unruh, P.E., City Engineer

AutoCAD SHX Text Kamalakar maraboyina., Project Engineer

AutoCAD SHX Text F-2406C Southgate Road 406C Southgate Road C Southgate Road Southgate Road Box Culvert Replacement

F-2406C Southgate Road 406C Southgate Road C Southgate Road Southgate Road Box Culvert Replacement