Addendum 1.pdf

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:

Highway 81 Storage Drainage

F-2412C 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: Highway 81 Storage Drainage Project No.: F-2412C

Addendum Proposal – Page 2

Base Bid

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

1 Mobilization 1 LS

2 Bonds and Insurance 1 LS

3 Plug With Flowable Fill, Existing 36" CGMP & 42" CGMP Pipes 1 LS

4 24" HDPE Pipe Installation, CIP 188 LF

5 36" HDPE Pipe Installation, CIP 477 LF

6 42" HDPE Pipe Installation, CIP 188 LF

7 ADS N-12- 24" HDPE Pipe & Fittings, Complete in Place 188 LF

8 ADS N-12- 36" HDPE Pipe & Fittings, Complete in Place 477 LF

9 ADS N-12- 42" HDPE Pipe & Fittings, Complete in Place 188 LF

10 Standard 6-ft Diameter Precast Concrete Manhole, Complete in Place 4 EA

11 Additional Precast Concrete Manhole Depth 18 LF

12 3.5' W x 3.5' L x 3' H Inlet & Junction Box, Complete in-Place 1 EA

13 4.5' W x 4.5' L x 4.6' H Inlet & Junction Box, Complete in-Place 1 EA

14 45 degree RC Headwall, Complete in- Place (CIP) 1 LS

15 Tie to Existing 1 EA

16 Traffic Control/Coordination 1 LS

17 Erosion Control 1 LS

18 Seeding 250 SF

19 Clearing & Grubbing 1 EA

20 Pavement Remove and Replace Concrete (Driveways and Parking Lots)* 800 SY

21 Crushed Stone Backfill (Paved Streets & Paved Alleys) 10 TON

22 Retaining Wall Remove & Replace to Existing Condition, CIP 1 EA

Base Bid Total

Contract Time (Calendar Days)

Total Base Bid in Words:

Project Name: Highway 81 Storage Drainage Project No.: F-2412C

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:

CONSTRUCTION NOTES:

1. ALL CONSTRUCTION AND MATERIALS, UNLESS OTHERWISE NOTED, SHALL BE IN STRICT

ACCORDANCE WITH THE CITY OF ENID STANDARD CONSTRUCTION SPECIFICATIONS.

2. ALL FLOWLINES THAT ARE TO BE FILLED SHALL BE THOROUGHLY TAMPED BEFORE

CONSTRUCTION OR EXTENSION OF DRAINAGE STRUCTURES. ALL COST TO BE INCLUDED IN

OTHER ITEMS.

3. IN ORDER TO ALLEVIATE DUST CONDITIONS DURING GRADING OPERATIONS AND UNTIL SEEDING

IS ESTABLISHED AS REQUIRED, THE CONTRACTOR SHALL SPRINKLE AS NEEDED. COST OF

SPRINKLING TO BE INCLUDED IN PRICE BID FOR OTHER ITEMS OF WORK.

4. ANY DAMAGE CAUSED BY THE CONTRACTOR TO ANY STRUCTURES, ROADWAY SURFACES,

STRIPING, RAISED PAVEMENT MARKERS, GUARDRAIL, FENCE, SLOPES, AND SIGNS SHALL BE

REPAIRED AT CONTRACTORS EXPENSE TO THE SATISFACTION OF THE ENGINEER AND OWNER.

5. THE CONTRACTOR SHALL MAINTAIN AN AS-BUILT MARK UP SET OF PLANS, WHICH SHALL BE

TURNED IN TO THE ENGINEER AT THE END OF CONSTRUCTION. THIS ITEM INCLUDES ALL CRITICAL

SURVEY INFORMATION SUCH AS FLOWLINES AND ANY MODIFICATIONS TO THE PLANS.

6. THE PURPOSE OF THESE PLANS IS TO SHOW THE INTENT OF CONSTRUCTION. ALL INCIDENTALS

REQUIRED, BUT NOT SHOWN, ARE TO BE INCLUDED IN THE TOTAL BASE BID PRICE.

7. THE CONTRACTOR SHALL SUBMIT A REASONABLE CONSTRUCTION SCHEDULE ADDRESSING ALL

POINTS OF CONSTRUCTION TO THE CITY PRIOR TO BEGINNING ANY WORK.

8. THE CONTRACTOR SHALL GIVE ALL PROPERTY OWNERS AND/OR TENANTS OF PROPERTY

DIRECTLY ADJACENT TO THE PROJECT SITE A MINIMUM OF TEN (10) DAYS NOTICE PRIOR TO THE

START OF WORK.

9. SURPLUS MATERIALS AND DEMOLITION ITEMS, UNLESS SPECIFICALLY NOTED BY THE OWNER, ARE THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF IN A LEGAL MANNER.

LANDFILL FEES WILL NOT BE WAIVED.

10. CLEARING AND GRUBBING: THIS ITEM SHALL INCLUDE CLEARING AND DISPOSAL OF ALL TREES , BUSHES, VEGETATION, AND RELATED ITEMS WITHIN THE PROJECT LIMITS. PROTECT ALL OTHERS

FROM DAMAGE.

11. PLANTING RESTRICTIONS: PLANT DURING ONE OF THE FOLLOWING PERIODS. COORDINATE

PLANTING PERIODS WITH MAINTENANCE PERIODS TO PROVIDE REQUIRED MAINTENANCE FROM

DATE OF SUBSTANTIAL COMPLETION. PROCEED WITH PLANTING ONLY WHEN EXISTING AND

FORECASTED WEATHER CONDITIONS PERMIT.

A) SPRING PLANTING: MARCH 1 - JUNE 15

1. FULL SUN: BERMUDA GRASS (CYNODON DACTYLON)

2. SUN AND PARTIAL SHADE: PROPORTIONED BY WEIGHT AS FOLLOWS:

(a) 50 PERCENT BERMUDA GRASS (CYNODON DACTYLON).

(b) 30 PERCENT CHEWINGS RED FESCUE (FESTUCA RUBRA VARIETY).

(a) 10 PERCENT PERENNIAL RYEGRASS (LOLIUM PERENNE).

(d) 10 PERCENT REDTOP (AGROSTIS ALBA)

B) SEEDING AND SODDING SHALL INCLUDE FERTILIZING AND WATERING PROVISIONS.

12. SOLID SLAB SOD SHALL BE USED AT THE ENGINEER'S DISCRETION IN AREAS OF EXCESSIVE

EROSION OR SILTATION.

13. HORIZONTAL AND VERTICAL CONTROL POINTS PROVIDED ON THE DRAWINGS. THE CONTRACTOR

SHALL HIRE A SURVEYOR LICENSED IN THE STATE OF OKLAHOMA TO ESTABLISH ADDITIONAL

CONTROL POINTS AND TO PROVIDE AND MAINTAIN THE CONSTRUCTION STAKING.

14. ALL EXPOSED CONCRETE EDGES SHALL HAVE A 3/4" CHAMFER AND ALL EXPOSED CONCRETE

SURFACES SHALL HAVE A BROOM FINISH.

15. THE CONTRACTOR MAY MAKE APPLICATION WITH THE CITY OF ENID FOR WATER USE. A METER

WILL BE INSTALLED BY THE CITY OF ENID ON THE NEAREST APPROVED FIRE HYDRANT. THE COST

OF WATER WILL BE $100.00 MINIMUM PER MONTH, OR AT THE CURRENT RATE. THE CONTRACTOR

SHALL PROVIDE A BACKFLOW PREVENTER AND A FREEZE BOX DURING APPROPRIATE WEATHER.

16. EVERY EFFORT HAS BEEN MADE TO LOCATE AND SIZE ALL UNDERGROUND UTILITIES FROM

23. ALL REINFORCING STEEL SHALL HAVE A MINIMUM 2-INCH COVER UNLESS OTHERWISE SHOWN.

24. REINFORCING STEEL SHALL INCLUDE LAP SPLICES, WHICH SHALL BE 24-INCH MINIMUM.

25. CONTACTION JOINT SHALL BE SPACED AT EVERY 20 FEET.

26. STEEL PLACEMENT SHALL BE #4 REBAR AT 12-IN. O.C. BOTH WAYS UNLESS OTHERWISE SHOWN ON

THE PLANS.

27. SAW JOINTS SHALL BE CUT NO MORE THAN EIGHT HOURS AFTER THE POUR. CUTTING MAY NEED

TO BE DELAYED IF ROCK “SPITS” FROM THE CUTTING ACTION. SAW JOINTS SHALL BE 1/4 THE

THICKNESS OF THE CONCRETE.

28. STRUCTURAL AND OTHER STEEL SHALL BE ASTM A615, 60 YEILD GRADE.

29. SOIL TESTING TO BE PROVIDED BY CONTRACTOR TO INCLUDE PROCTOR TESTS AS REQUIRED FOR

VARYING SOILS, COMPACTION TESTING OF EVERY 800 S.Y. FOR SLABS AND EVERY 40' FOR

TRENCHES EACH LIFT.

30. ALL TESTING OF CONSTRUCTION ITEMS SHALL BE PERFORMED BY THE CONTRACTOR AT HIS

EXPENSE.

31. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF EXISTING

BURIED UTILITIES. CONTRACTOR SHALL NOTIFY THE CITY IN CASE OF CONTACT WITH A UTILITY.

32. CONTRACTOR WILL BE RESPONSIBLE FOR RETURNING TO THE JOB SITE TO REPAIR ANY SETTLING

OF BACKFILL THAT OCCURS DURING THE MAINTENANCE PERIOD.

33. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS TO INCLUDE UTILITY COMPANIES (TO

INCLUDE MEETING STORM WATER POLLUTION PREVENTION PLAN REQUIREMENTS), AND OTHER

POSSIBLE APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS.

34. COMPLETE IN PLACE ( CIP) FOR HDPE PIPE INSTALLATION INCLUDES BUT IS NOT LIMITED TO

TRENCHING, CLASS ' B' BEDDING, COMPACTION, BACK FILL

SHALL PROVIDE A BACKFLOW PREVENTER AND A FREEZE BOX DURING APPROPRIATE WEATHER.

16. EVERY EFFORT HAS BEEN MADE TO LOCATE AND SIZE ALL UNDERGROUND UTILITIES FROM

AVAILABLE CITY DOCUMENTS, ON-SITE SURVEYS, RECORD DRAWINGS AND UTILITY COMPANY

REFERENCE MATERIAL. CONTRACTOR SHALL EXERCISE EXTREME CARE AND CAUTION IN THE

EXECUTION OF HIS WORK AND SHALL ANTICIPATE THAT UTILITIES, PIPELINES AND OTHER

DANGEROUS UNDERGROUND & OVERHEAD OBSTRUCTIONS EXIST AND ARE NOT SHOWN ON THE

PLAN SHEETS. WHEN LINES OR OTHER OBSTRUCTIONS ARE LOCATED DURING CONSTRUCTION, IT

IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT THE LINES AND IMMEDIATELY NOTIFY THE

OWNER, UTILITY COMPANY AND ENGINEER.

17. UTILITY RELOCATION AND EXTENSION WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH

CITY REQUIREMENTS AND SHALL BE SCHEDULED IN A MANNER RESULTING IN MINIMUM SERVICE

INTERRUPTION. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION OPERATIONS WITH ALL

UTILITY COMPANIES FOR THE RELOCATION OF THEIR LINES PRIOR TO BEGINNING CONSTRUCTION.

18. THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANY, THE OWNER, AND THE ENGINEER IN

WRITING A MINIMUM OF 72 HOURS BEFORE ANY SERVICE INTERRUPTION.

19. STRUCTURES: DETAILED SHOP DRAWING FOR PROPOSED DRAINAGE STRUCTURES, SHALL BE

SUBMITTED FOR APPROVAL PRIOR TO ORDERING MATERIALS

20. THIS PROJECT SHALL BE CONSTRUCTED WITHOUT CLOSING ANY ADJACENT ROADS OR

DRIVEWAYS TO LOCAL TRAFFIC.

21. CONCRETE SHALL BE CLASS A WITH F'C = 3,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS.

22. REINFORCEMENT BAR IS 60,000 PSI YIELD. PLACEMENT SHALL BE PER APPLICABLE ACI CODE.

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AutoCAD SHX Text 401 West Owen K. Garriott Road

AutoCAD SHX Text P.O. Box 1768

AutoCAD SHX Text Enid, Oklahoma 73702

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

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GENERAL NOTES

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-2412C

AutoCAD SHX Text Moore and Van Buren

AutoCAD SHX Text Moore and Van Buren

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ENID, OKLAHOMA

AutoCAD SHX Text Drainage Improvments

AutoCAD SHX Text 1" = 40'

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NOV. 2023

GRAVEL & ASPHALT PAVING

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APPROXIMATE LOCATION OF EXISTING 24" STORM SEWER

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PLUG & FILL EXISTING 42" STORM SEWER

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PLUG & FILL EXISTING 42" STORM SEWER

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AutoCAD SHX Text Hwy 81 Storage Drainge

AutoCAD SHX Text Moore and Van Buren

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ENID, OKLAHOMA

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AutoCAD SHX Text %%uContacts:

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

AutoCAD SHX Text The City Of Enid

AutoCAD SHX Text Enid, Oklahoma 73702

AutoCAD SHX Text P.O. Box 1768

AutoCAD SHX Text 401 West Owen K. Garriott Road

AutoCAD SHX Text Christopher Gdanski, Director of Engineering Services

AutoCAD SHX Text Robert Hitt,P.E., City Engineer

AutoCAD SHX Text Lucky Airehrour Project Engineer

PLAN & PROFILE

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ASPH ST W/ CONC. CURB & GUTTERS

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ASPH PARKING LOT

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ENID, OKLAHOMA

AutoCAD SHX Text F-2412 C

AutoCAD SHX Text Drainage Improvments

AutoCAD SHX Text %%uContacts:

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

AutoCAD SHX Text The City Of Enid

AutoCAD SHX Text Enid, Oklahoma 73702

AutoCAD SHX Text P.O. Box 1768

AutoCAD SHX Text 401 West Owen K. Garriott Road

AutoCAD SHX Text Christopher Gdanski, Director of Engineering Services

AutoCAD SHX Text Robert Hitt,P.E., City Engineer

AutoCAD SHX Text Lucky Airehrour Project Engineer

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NOV. 2023

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PLAN & PROFILE SHEET -2

Hwy 81 Storage Drainge

GRAVEL & ASPHALT PAVING

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METAL STORAGE BUILDING

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CONC.

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PLUG & FILL EXISTING 42" STORM SEWER

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PLUG & FILL EXISTING 42" STORM SEWER

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RH

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PLAN & PROFILE

AutoCAD SHX Text Moore and Van Buren

AutoCAD SHX Text

ENID, OKLAHOMA

AutoCAD SHX Text F-1403A

AutoCAD SHX Text Drainage Improvments

AutoCAD SHX Text %%uContacts:

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

AutoCAD SHX Text The City Of Enid

AutoCAD SHX Text Enid, Oklahoma 73702

AutoCAD SHX Text P.O. Box 1768

AutoCAD SHX Text 401 West Owen K. Garriott Road

AutoCAD SHX Text Christopher Gdanski, Director of Engineering Services

AutoCAD SHX Text Robert Hitt,P.E., City Engineer

AutoCAD SHX Text Lucky Airehrour Project Engineer

AutoCAD SHX Text

NOV. 2023

Hwy 81 Storage Drainge